CN207811033U - Passenger conveyors - Google Patents
Passenger conveyors Download PDFInfo
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- CN207811033U CN207811033U CN201721662361.8U CN201721662361U CN207811033U CN 207811033 U CN207811033 U CN 207811033U CN 201721662361 U CN201721662361 U CN 201721662361U CN 207811033 U CN207811033 U CN 207811033U
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Abstract
The utility model provides a kind of passenger conveyors, can not limpingly absorb relative storey displacement caused by building, can avoid the compressing force excessive to truss role.Passenger conveyors have：Truss；It is fixed on the 1st truss support angle section of the one end of truss；It is fixed on the 2nd truss support angle section of the other end of truss；And the link mechanism at least by connection between the 1st truss support angle section and the 1st angle section supporting station for that can turn opposite to.Link mechanism includes：The fulcrum bearing being fixed on the 1st angle section supporting station；And rotatably it is set up in the shaft member between the 1st truss support angle section and fulcrum bearing.Shaft member includes：The multiple axial elements divided in the axial direction；And the engaging portion that will be combined in coaxial between adjacent axial element.Engaging portion mechanical strength smaller compared with axial element.
Description
The application is with the Japanese patent application 2017-000523 (applyings date：On 01 05th, 2017) based on, and enjoying should
The priority of application.The application includes all the contents of the application by referring to this application.
Technical field
The embodiment of the utility model is related to passenger conveyors as escalator or moving sidewalk.
Background technology
The escalator of an example as passenger conveyors has as main element across the building of the lower layer of building
Truss between layer and the floor on upper layer and multiple steps for annularly advancing along truss.
In this escalator, such as shatter-proofization is being promoted, i.e., due to earthquake and on the floor of lower layer and upper layer
Floor between generate relative storey displacement when, prevent the excessive compression force to accompany with relative storey displacement in truss.
Specifically, sufficient gap, Huo Zhe is arranged in the beam etc. in bearing floor between supporting members and the end of truss
Be fixed between the truss support angle section of the end of truss and the angle section supporting station being fixed on supporting member ensure it is adequately be overlapped
Amount.The end of truss is followed without barrier relative to relative storey displacement when an earthquake occurs as a result, can be avoided to truss role pressure
Contracting power.
Patent document 1：Japanese Unexamined Patent Publication 2015-78021 bulletins.
But when as the extensive earthquake extremely rarely occurred, relative storey displacement amount increases to and middle scale earthquake
Or the degree that small-scale earthquake can not compare.Therefore, in the case where extensive earthquake has occurred, the end of truss becomes
Relative storey displacement can not be followed completely, it is possible to excessive compressing force unexpected to truss role.
Utility model content
The purpose of this utility model is that obtaining a kind of passenger conveyors, can not limpingly absorb caused by building
Relative storey displacement, and the compressing force excessive to truss role can be avoided.
According to embodiment, a kind of passenger conveyors are provided, are had：Truss is set up in the 1st floor possessed by building
Between face and the 2nd floor；1st truss support angle section is fixed on the end of a side of the length direction along above-mentioned truss, tool
Placing is on being set to the 1st angle section supporting station of above-mentioned building with having predetermined lap；2nd truss support angle section,
It is fixed on the end of another party of the length direction along above-mentioned truss, with predetermined lap placing is being set to
On 2nd angle section supporting station of above-mentioned building；And link mechanism, at least by above-mentioned 1st truss support angle section and above-mentioned 1st jiao
Connection is that can turn opposite between material supporting station,
Between the end of the one side of above-mentioned truss and above-mentioned building and above-mentioned another party of above-mentioned truss
The gap for absorbing relative storey displacement is respectively arranged between end and above-mentioned building,
Above-mentioned link mechanism includes：Fulcrum bearing is fixed on above-mentioned 1st angle section supporting station；And shaft member, it can rotate
Ground is set up between above-mentioned 1st truss support angle section and above-mentioned fulcrum bearing,
Above-mentioned shaft member includes multiple axial elements divided in the axial direction and will be in coaxial between adjacent axial element
Shape combine and the smaller engaging portion of mechanical strength compared with above-mentioned axial element.
In addition, in passenger conveyors, make between above-mentioned 1st truss support angle section and above-mentioned 1st angle section supporting station
In the state of the load more than the size of predetermined value, above-mentioned shaft member is lost at the position of above-mentioned engaging portion, on
It states the 1st truss support angle section and above-mentioned 1st angle section supporting station can be along the length direction relatively displacement of above-mentioned truss.
In addition, in passenger conveyors, the above-mentioned engaging portion of above-mentioned shaft member is, compared with the peripheral surface of above-mentioned axial element
It is stretched out towards along the radial outside of above-mentioned axial element, and is formed in the upper surface of above-mentioned fulcrum bearing and enters for the engaging portion
Escape groove, above-mentioned escape groove along above-mentioned truss length direction extend.
In addition, in passenger conveyors, above-mentioned fulcrum bearing, which has, blocks the end of the above-mentioned truss side of above-mentioned escape groove
Blocking wall, the blocking wall and above-mentioned shaft member are facing.
In addition, in passenger conveyors, above-mentioned 1st truss support angle section has the through hole for the perforation of above-mentioned shaft member,
The internal diameter of the through hole is more than the outer diameter of the above-mentioned engaging portion of above-mentioned shaft member, also, is set up in the above-mentioned 1st in above-mentioned shaft member
In the state of between truss support angle section and above-mentioned fulcrum bearing, towards the inside of above-mentioned through hole inserted with will above-mentioned axial element it is outer
The cylinder that gap between circumferential surface and the inner surface of above-mentioned through hole is filled.
In addition, in passenger conveyors, the above-mentioned engaging portion of above-mentioned shaft member is, compared with the peripheral surface of above-mentioned axial element
It is stretched out towards along the radial outside of above-mentioned axial element, above-mentioned 1st truss support angle section has passing through for the perforation of above-mentioned shaft member
The internal diameter of through-hole, the through hole is more than the outer diameter of above-mentioned engaging portion, also, is set up in above-mentioned 1st truss branch in above-mentioned shaft member
In the state of holding between angle section and above-mentioned fulcrum bearing, towards the inside of above-mentioned through hole inserted with by the peripheral surface of above-mentioned axial element with
The cylinder that gap between the inner surface of above-mentioned through hole is filled, the above-mentioned binding site of above-mentioned shaft member is in above-mentioned cylinder
Lower end and the upper surface of above-mentioned fulcrum bearing between gap.
In addition, in passenger conveyors, the above-mentioned binding site of above-mentioned shaft member in above-mentioned 1st truss support angle section with it is upper
The boundary between fulcrum bearing is stated, in the state that the radial shear-type load along above-mentioned shaft member has been acted on above-mentioned engaging portion
Under, above-mentioned shaft member is lost at the position of above-mentioned engaging portion.
In addition, in passenger conveyors, above-mentioned passenger conveyors are also equipped with lid, and the lid is in a manner of covering above-mentioned through hole
It is fixed on above-mentioned 1st truss support angle section, above-mentioned shaft member is held in by above-mentioned through hole by the lid.
In addition, in passenger conveyors, above-mentioned engaging portion is formed at viscous between the end face of adjacent above-mentioned axial element
Connect layer or bonding layer.
In addition, in passenger conveyors, it is mutually butted in the end face of above-mentioned engaging portion, adjacent above-mentioned axial element, also,
It is formed with across the welding bead between the peripheral surface of adjacent above-mentioned axial element, to above-mentioned 1st truss support angle section and the above-mentioned 1st
In the state of having acted on the load more than the size of predetermined value between angle section supporting station, above-mentioned welding bead is damaged, thus phase
Adjacent above-mentioned axial element separation.
In addition, in passenger conveyors, it is mutually butted in the end face of above-mentioned engaging portion, adjacent above-mentioned axial element, also,
The cricoid stop tool for surrounding the butted part of above-mentioned axial element is consolidated across between the peripheral surface of adjacent above-mentioned axial element
It is fixed, it is big more than predetermined value having been acted between above-mentioned 1st truss support angle section and above-mentioned 1st angle section supporting station
In the state of small load, above-mentioned stop tool failure, thus adjacent above-mentioned axial element separation.
In addition, in passenger conveyors, it is provided with compared with other positions at least one position of above-mentioned stop tool
Mechanical strength is smaller to block reservations.
In addition, in passenger conveyors, in above-mentioned engaging portion, it is formed with mutual in the end of adjacent above-mentioned axial element
From holding section made of the mode notch radially engaged, also, surround the cricoid stop of the above-mentioned holding section of above-mentioned axial element
Tool is fixed across between adjacent above-mentioned axial element, to above-mentioned 1st truss support angle section and above-mentioned 1st angle section supporting station
Between acted on load more than the size of predetermined value in the state of, above-mentioned stop tool failure is thus adjacent upper
State axial element separation.
Description of the drawings
Fig. 1 is the side view of state when indicating the initial installation of escalator in the 1st embodiment.
Fig. 2 is the plan view of the construction in the semifixed portion for the escalator for indicating the 1st embodiment.
Fig. 3 is the sectional view of the construction in the semifixed portion for the escalator for indicating the 1st embodiment.
Fig. 4 is the sectional view along the F4-F4 lines of Fig. 3.
Fig. 5 is the sectional view for indicating the position amplification of the F5 of Fig. 4.
Fig. 6 is the plan view from the direction of the arrow F6 of Fig. 4.
Fig. 7 is the side view from the direction of the arrow F7 of Fig. 4.
Fig. 8 be in the 1st embodiment by between the 1st truss support angle section and the 1st angle section supporting station into joining line
The sectional view of link mechanism exploded representation.
Fig. 9 is the plan view of the fulcrum bearing used in the 1st embodiment.
Figure 10 is to indicate due to extensive earthquake and the 2nd floor is towards the purlin when X-direction displacement close to the 1st floor
The side view of the escalator of relative position relation between frame, the 1st angle section supporting station and the 2nd angle section supporting station.
Figure 11 is due to extensive earthquake and truss when the 2nd floor faces away from the -X direction displacement of the 1st floor,
The side view of the escalator of relative position relation between 1st angle section supporting station and the 2nd angle section supporting station.
Figure 12 be due to extensive earthquake and truss towards when the -X direction displacement close to the 2nd floor truss, the 1st jiao
The side view of the escalator of relative position relation between material supporting station and the 2nd angle section supporting station.
Figure 13 is to indicate due to the relative storey displacement adjoint with seismic phase on a large scale and the 1st truss support angle section is from the 1st angle section
The side view of the escalator for the state that supporting station is detached from.
Figure 14 (A) is the side view that the pivot used in the variation 1 of the 1st embodiment is indicated by partial cross section
Figure.Figure 14 (B) is the plan view of the pivot used in the variation 1 of the 1st embodiment.
Figure 15 (A) is the side view that the pivot used in the variation 2 of the 1st embodiment is indicated by partial cross section
Figure.Figure 15 (B) is the plan view of the pivot used in the variation 2 of the 1st embodiment.
Figure 16 is the plan view of the stop tool used in the variation 3 of the 1st embodiment.
Figure 17 (A) is the side view that the pivot used in the variation 4 of the 1st embodiment is indicated by partial cross section
Figure.Figure 17 (B) is the sectional view along the F17B-F17B lines of Figure 17 (A).
Figure 18 is the sectional view for the link mechanism for indicating the 2nd embodiment.
Figure 19 is the sectional view for indicating the position amplification of the F19 of Figure 18.
The explanation of symbol：
2：Building；3：Truss；4：1st floor；5：2nd floor；21：1st truss support angle section；23：2nd truss
Support angle section；25：1st angle section supporting station；26：2nd angle section supporting station；40：Link mechanism；41：Fulcrum bearing；42：Shaft member (pivot
Axis)；51a、51b：Axial element；52、62、72：Engaging portion.
Specific implementation mode
[the 1st embodiment]
Hereinafter, referring to figs. 1 to Figure 13, the 1st embodiment is illustrated.
Fig. 1 discloses the escalator 1 of an example as passenger conveyors.Escalator 1 is for example installed on commercial facility
Or building 2 as the terminus of transport body.
Escalator 1 has the truss 3 as basic tectosome.Truss 3 is erected at the floor on the composition upper layer of building 2
The 1st floor 4 and constitute lower layer floor the 2nd floor 5 between.Truss 3 is by bolt, welds the main string portion in upside
6, the frame structure body that the main string portion 7 in downside and multiple vertical rib items 8 are combined into, has upper layer side horizontal part 10a, lower layer side
Horizontal part 10b and rake 10c.
Upper layer side horizontal part 10a by with the 1st floor 4 it is continuous in a manner of be located at a side of length direction along truss 3
End.Lower layer side horizontal part 10b by with the 2nd floor 5 it is continuous in a manner of be located at another party of length direction along truss 3
End.Between rake 10c connections upper layer side horizontal part 10a and lower layer side horizontal part 10b.
As shown in Figure 1, driving device 11 is supported on the upper layer side horizontal part 10a of truss 3.Driving device 11 has motor
12, drive sprocket 13 and drive chain 14.The torque that motor 12 exports is transferred to drive sprocket 13 via drive chain 14.
Driven sprocket 15 is supported on the lower layer side horizontal part 10b of truss 3.Step chain 16 be wound around drive sprocket 13 with from
Between movable sprocket 15.When receiving torque from motor 12 in drive sprocket 13 and rotating, step chain 16 is in the inside of truss 3
Annularly advance.
Multiple steps 17 to be linked to step chain 16 at equal intervals.Step 17 is wanted for what an unspecified number of passenger took
Element is advanced together with step chain 16.Take as a result, the passenger of step 17 by the floor from upper layer towards the floor of lower layer or
It is conveyed from the floor on floor towards the upper layer of lower layer.
As shown in Figure 1, being respectively arranged with railing 18 (only illustrating a side) in the right side of truss 3 and left side.Railing
18 erect from the right side of truss 3 and left side, and extend throughout the overall length of truss 3.
Handrail 19 is assemblied in the peripheral part of railing 18.Handrail 19, which is that the passenger of seating step 17 is dominated by hand, to be wanted
Element is synchronously annularly advanced with step 17.
As shown in Figure 1, the 1st truss support angle section 21 is fixed on the front end of the upper layer side horizontal part 10a of truss 3.1st
Truss support angle section 21 has the length direction flatly water outstanding along truss 3 from the front end of upper layer side horizontal part 10a
Flat portion 21a.Horizontal part 21a is reached on supporting member 22 as the beam of the 1st floor 4 of bearing.The end face of supporting member 22 with
Between the front end of 3 upper layer side horizontal part 10a of truss, it is provided with for absorbing length direction and width side along truss 3
To relative storey displacement the 1st gap L 1.
2nd truss support angle section 23 is fixed on the front end of the lower layer side horizontal part 10b of truss 3.2nd truss support angle
Material 23 has the length direction flatly horizontal part 23a outstanding along truss 3 from the front end of lower layer side horizontal part 10b.Water
Flat portion 23a is reached on supporting member 24 as the beam of the 2nd floor 5 of bearing.Lower layer in the end face of supporting member 24 and truss 3
Between the front end of side horizontal part 10b, it is provided with the 2nd gap L 2 for absorbing relative storey displacement.
As shown in Figure 1, the 1st truss support angle section 21 is supported by the 1st angle section supporting station 25 being fixed on supporting member 22.The
2 truss support angle sections 23 are supported by the 2nd angle section supporting station 26 being fixed on supporting member 24.
In the present embodiment, and the 1st truss support angle section 21 cooperates that constitute so-called half solid with the 1st angle section supporting station 25
Determine portion A.The construction that semifixed portion A has is, in small-scale earthquake or middle scale earthquake, by the 1st truss support angle section 21
It is fixed as to move along the length direction of truss 3 relative to the 1st angle section supporting station 25, in the big rule extremely rarely occurred
In mould earthquake, the 1st truss support angle section 21 is remained being capable of free-moving state relative to the 1st angle section supporting station 25.
2nd truss support angle section 23 cooperates with the 2nd angle section supporting station 26 and constitutes so-called on-fixed portion B.On-fixed portion B
The construction having is, unrelated with the scale of earthquake, and the 2nd truss support angle section 23 is remained relative to the 2nd angle section supporting station 26
It can be along the free-moving state of length direction and width direction of truss 3.
According to the present embodiment, along the length of the horizontal part 21a of the 1st truss support angle section 21 of the length direction of truss 3
S1 is spent, is comparably with the length S2 of the horizontal part 23a of the 2nd truss support angle section 23 of the length direction along truss 3 very short.
In turn, the horizontal part 21a of the 1st truss support angle section 21 has the sufficient overlapping of the length direction along truss 3
Placing is on the 1st angle section supporting station 25 with measuring M1.Equally, the horizontal part 23a of the 2nd truss support angle section 23 has along truss 3
Length direction sufficient lap M2 placing on the 2nd angle section supporting station 26.
Value is longer obtained from lap M2 is preferably added than above-mentioned 1st gap L 1 with above-mentioned 2nd gap L 2.Therefore, the 2nd
The length S2 of the horizontal part 23a of truss support angle section 23 is more than the length S1 of the horizontal part 21a of the 1st truss support angle section 21.It changes
Length of the length S1 of Yan Zhi, the horizontal part 21a of the 1st truss support angle section 21 than the horizontal part 23a of the 2nd truss support angle section 23
S2 is short.
As shown in FIG. 2 and 3, there is the 1st angle section supporting station 25 for constituting semifixed portion A pedestal 27 and a pair to draw
Guide plate 28a, 28b.Pedestal 27 is the elongated plate element extended along the width direction of truss 3, solid by the methods of welding
It is scheduled on supporting member 22.
A pair of of directing plate 28a, 28b are respectively provided with the elongated square configuration of the width direction extension along truss 3.Guiding
Plate 28a, 28b are configured in the width direction of truss 3 on pedestal 27 spaced apart from each other.
Specifically, from 4 side of the 1st floor, the directing plate 28a of a side is located in pedestal 27 and the 1st truss support
Between the right part of the horizontal part 21a of angle section 21.The directing plate 28a of one side has from 4 side of the 1st floor towards horizontal part
The peripheral part that the right side side of 21a and the 1st floor 4 are stretched out, is welded in the continuous edge of the peripheral part upper table of pedestal 27
Face.
Symbol W1 in Fig. 2 indicates the welding bead that the edge of the peripheral part of the directing plate 28a along a side is formed.Welding bead W1 with
Continuously extend along the length direction of truss 3 and the mode of width direction.The directing plate 28a of a side is in truss 3 as a result,
Length direction and width direction any direction on all inactive mode be securely fixed on pedestal 27.
Equally, from 4 side of the 1st floor, the directing plate 28b of another party is located in pedestal 27 and the 1st truss support angle
Between the left part of the horizontal part 21a of material 21.The directing plate 28b of another party has from 4 side of the 1st floor towards horizontal part
The peripheral part that the left side side of 21a and the 1st floor 4 are stretched out, is welded in the continuous edge of the peripheral part 27 upper surface of pedestal.
Symbol W2 in Fig. 2 indicates the welding bead that the edge of the peripheral part of the directing plate 28b along another party is formed.As a result,
The jails in a manner of all inactive on the length direction of truss 3 and any direction of width direction the directing plate 28b of another party
Admittedly be fixed on pedestal 27.
Each directing plate 28a, 28b are respectively provided with stop part 30a, 30b.Stop part 30a is, from 4 side of the 1st floor,
Positioned at the right part of the directing plate 28a of a side, and vertically erected on pedestal 27.Stop part 30a is, from the 1st floor
When 4 side of face is observed, the margo dexter along the horizontal part 21a of the 1st truss support angle section 21 extends.
Stop part 30b is, from 4 side of the 1st floor, is located at the left part of the directing plate 28b of another party, and in base
It is vertically erected on seat 27.Stop part 30b is, when from 4 side of the 1st floor, along the 1st truss support angle section 21
The left border of horizontal part 21a extends.
In the state of the 1st truss support angle section 21 from 4 side of the 1st floor, in stop part 30a and the 1st truss branch
It holds between the margo dexter of the horizontal part 21a of angle section 21 and the horizontal part 21a of stop part 30b and the 1st truss support angle section 21
Left border between, be respectively formed with allow the 1st truss support angle section 21 movement gap V1, V2.
As shown in FIG. 2 and 3, divide between the horizontal part 21a and directing plate 28a, 28b of the 1st truss support angle section 21
It is not folded with the liner 32 of height adjustment.Liner 32 has sliding panel 33 and multiple backing plates 34.
Sliding panel 33 is overlapped in a manner of it can slide on directing plate 28a, 28b.Backing plate 34 is located in the 1st truss support
Between the horizontal part 21a and sliding panel 33 of angle section 21.Also, multiple adjustment bolts 35 penetrate through the water of the 1st truss support angle section 21
Flat portion 21a and backing plate 34 and be screwed into sliding panel 33.The middle part of adjustment bolt 35 outstanding, has been screwed on horizontal part 21a
It is resisted against the nut 36 of the upper surfaces horizontal part 21a.
It is screwed by this, sliding panel 33 and backing plate 34 are clamped in the horizontal part 21a of the 1st truss support angle section 21 and draw
Between guide plate 28a, 28b, and it is adjusted the locking of bolt 35.
It in the present embodiment, can be to the by increasing and decreasing the number or the different backing plate 34 of selection thickness of backing plate 34
1 truss support angle section 21 is micro-adjusted relative to the position of the short transverse of pedestal 27.
As shown in Figures 2 to 7, link mechanism 40 is located in the horizontal part 21a and the 1st angle section of the 1st truss support angle section 21
Between the pedestal 27 of supporting station 25.Link mechanism 40 is with positioned at the center along width direction of the 1st truss support angle section 21
Mode is configured between a pair of of directing plate 28a, 28b.
Link mechanism 40 has fulcrum bearing 41, pivot 42, collar 43 and lid 44 as main element.Such as Fig. 4 to figure
Shown in 9, fulcrum bearing 41 is made of the square plate with flat upper surface 41a, is located at the horizontal part of the 1st truss support angle section 21
Between 21a and pedestal 27.
Fulcrum bearing 41 has part 1 45a and part 2 45b.Part 1 45a is located in the 1st truss support angle section
Between 21 horizontal part 21a and the pedestal 27 of the 1st angle section supporting station 25.In part 1 45a, 41 upper surface 41a of fulcrum bearing with
The mode that can be slided is overlapped in the horizontal part 21a of the 1st truss support angle section 21.
Part 2 45b is stretched from the front end of the horizontal part 21a of the 1st truss support angle section 21 towards the side opposite with truss 3
Go out.Part 2 45b has the front end face 45c erected on pedestal 27.
According to the present embodiment, the outer peripheral edge of fulcrum bearing 41 is continuously welded in the upper surface of pedestal 27.Symbol in Fig. 2
W3 indicates the welding bead that the outer peripheral edge along fulcrum bearing 41 is formed.Welding bead W3 prolongs along the length direction and width direction of truss 3
It stretches.Fulcrum bearing 41 is fixed in a manner of all inactive on the length direction of truss 3 and any direction of width direction as a result,
On pedestal 27.
As shown in Fig. 4 to Fig. 9, fulcrum bearing 41 has the escape groove 46 of slit-shaped.The 1st from fulcrum bearing 41 of escape groove 46
45a is divided to extend as the crow flies along the length direction of truss 3 towards part 2 45b.In turn, escape groove 46 is in the upper of fulcrum bearing 41
The central portion of the front end face 45c of surface 41a and part 2 45b is continuously open.The groove depth d of escape groove 46 is set to
The half degree of the plate thickness of fulcrum bearing 41.In other words, escape groove 46 does not penetrate through fulcrum bearing 41 in a thickness direction.
Escape groove 46 is covered from above by the horizontal part 21a of the 1st truss support angle section 21.Escape groove 46 and the 1st truss branch
The elongated space 47 that the length direction for holding the horizontal part 21a cooperations of angle section 21 to provide along truss 3 extends.
End blocking wall 48 possessed by fulcrum bearing 41 of 3 side of truss of escape groove 46 blocks.In turn, in escape groove
46 bottom is formed with circular embedded hole 49.Embedded hole 49 is in the court compared with along the middle part of the length direction of escape groove 46
The position opening that 48 side of blocking wall has significantly been biased against, and the open lower end is closed by pedestal 27.The diameter of embedded hole 49
D1 is less than the groove width R of escape groove 46.
Pivot 42 is an example of shaft member, such as the metal material as iron is constituted.Pivot 42 is with across the 1st truss branch
The mode held between the horizontal part 21a of angle section 21 and fulcrum bearing 41 vertically erects.The upper end of pivot 42 is inserted into level
In the through hole 50 that the central portion of portion 21a opens up.The diameter D2 of through hole 50 is less than the outer diameter D 3 of the upper end of pivot 42.
On the other hand, the lower end of pivot 42 in a manner of enclosing the side being pivoted and being rotated up can be embedded in bearing
The embedded hole 49 of seat 41.The part of escape groove 46 is penetrated through in pivot 42, the peripheral surface of pivot 42 divides from the side of escape groove 46
From.
In turn, the lower face of pivot 42 is resisted against the upper surface of pedestal 27 in a manner of it can slide.That is, pedestal 27 is under
Thus Fang Zhicheng pivots 42 prevent pivot 42 from falling off from fulcrum bearing 41.
As shown in Figure 4 and 5, the pivot 42 of present embodiment include divide in the axial direction a pair of of axial element 51a,
51b and the engaging portion 52 for linking coaxial between axial element 51a, 51b.Axial element 51a, 51b is respectively cylindric,
And have from flat end face 51c, the 51d axially docked.The axial element 51a of one side is the top half to form pivot 42
Structure, the axial element 51b of another party is the structure for the lower half portion to form pivot 42.
End face of the engaging portion 52 for example by being filled into the end face 51c of the axial element 51a of a side and the axial element 51b of another party
Adhesive layer between 51d is constituted.Adhesive layer has in the state of hardening from the periphery exposed between end face 51c, 51d
Portion 52a.Peripheral part 52a stretches compared with the peripheral surface of axial element 51a, 51b towards along the radial outside of axial element 51a, 51b
Go out.
Therefore, the maximum outside diameter of pivot 42 is provided by the diameter of the peripheral part 52a of engaging portion 52.The maximum outside diameter of pivot 42
Less than the diameter D2 of the through hole 50 and groove width R of escape groove 46.
As a result, even if the peripheral part 52a of engaging portion 52 is stretched out from the periphery outward facing sides of axial element 51a, 51b, also can
It is enough to be set up in pivot 42 between the horizontal part 21a and fulcrum bearing 41 of the 1st truss support angle section 21 by through hole 50.
Also, breakdown strength is such compared with metal axial element 51a, 51b by the engaging portion 52 that adhesive layer is constituted
Mechanical strength it is very small.Therefore, reservations 57 are lost in engaging portion 52 in the axial middle part regulation along pivot 42.Folding
Damage near border of the reservations 57 between the 1st truss support angle section 21 and the 1st angle section supporting station 25.
As shown in Fig. 4, Fig. 5 and Fig. 7, horizontal part 21a that pivot 42 is set up in the 1st truss support angle section 21 with
In the state of between fulcrum bearing 41, engaging portion 52 enters escape groove 46.The engaging portion 52 of pivot 42 is to be located at along escape groove 46
The mode of centre of depth direction be accommodated in space 47.Therefore, the axis of the lower end of the axial element 51a of a side and another party
Element 51b exposes in space 47 upper end respectively.
Collar 43 is an example of cylinder.Collar 43 is, in the horizontal part that pivot 42 is set up in the 1st truss support angle section 21
In the state of between 21a and fulcrum bearing 41, it is inserted into the inside of through hole 50.Collar 43 is by the inner peripheral surface and composition of through hole 50
Gap between the peripheral surface of the axial element 51a of one side of pivot 42 fills.Therefore, pivot 42 is coaxial via collar 43
Shape it is held in the inside of the through hole 50 of the 1st truss support angle section 21.
Lid 44 is the discoid element for the diameter that diameter is more than through hole 50.The weight in a manner of blocking through hole 50 of lid 44
It is stacked in the upper surface of the horizontal part 21a of the 1st truss support angle section 21, and the peripheral part of lid 44 is fixed by multiple bolts 56
In the upper surface of horizontal part 21a.
As a result, being set up in the pivot 42 between the horizontal part 21a and fulcrum bearing 41 of the 1st truss support angle section 21, pressed from both sides
It holds between lid 44 and the upper surface of pedestal 27.
In the present embodiment, for example, when due to earthquake and in the 1st truss support angle section 21 and the 1st angle section supporting station 25
Between generate along the length direction of truss 3 relative movement when, to 42 acting shear load of pivot.When shear-type load is more than
When the mechanical strength of the engaging portion 52 of pivot 42, pivot 42 fractures at the position of engaging portion 52.
As a result, axial element 51a, 51b of pivot 42 is separated from each other, pivot 42 is to the 1st truss support angle section 21 and the 1st jiao
The connection of material supporting station 25 is released from.
In with above such escalator 1 constituted, for example, due to earthquake and on the 1st floor of building 2
In the case of producing the relative storey displacement along the width direction of truss 3 between face 4 and the 2nd floor 5, with the pivot 42 of standing
Centered on, be fixed on 3 upper layer side horizontal part 10a of truss the 1st truss support angle section 21 and the 1st angle section supporting station 25 relatively
Rotation.
By the rotation, the relative storey displacement amount along the width direction of truss 3 can be absorbed, can avoid making truss 3
With excessive external force.
When the relative storey displacement with the width direction along truss 3 is accompanied, the 1st truss support angle section 21 and the 1st angle section branch
When relative rotation range between cushion cap 25 is more than the upper limit, the either side in stop part 30a, 30b of directing plate 28a, 28b
It is resisted against the horizontal part 21a of the 1st truss support angle section 21.As a result, the 1st truss support angle section 21 and the 1st angle section supporting station 25 it
Between relative rotation limited, the 1st truss support angle section 21 can be avoided to be collided with building 2.
On the other hand, when producing the length along truss 3 between the 1st floor 4 of building 2 and the 2nd floor 5
In the case of the relative storey displacement in direction, in small-scale earthquake or middle scale earthquake, the 2nd truss branch of on-fixed portion B is constituted
Angle section 23 is held relatively to move along the length direction of truss 3 with the 2nd angle section supporting station 26.By the movement, edge can be absorbed
The relative storey displacement amount for the length direction of truss 3 can avoid acting on truss 3 excessive compressing force.
In contrast, in the extensive earthquake extremely rarely occurred, relative storey displacement amount increases to and small-scale earthquake
Or the degree that middle scale earthquake can not compare.Therefore, it is impossible to avoid the distance between semifixed portion A and on-fixed portion B substantially
Degree reduces, and only is difficult to absorb relative storey displacement amount by on-fixed portion B.
According to the present embodiment, it is significantly reduced and truss 3 at a distance from due to semifixed portion A between on-fixed portion B
The 1st truss support angle section 21 strongly pressed towards the direction close to the 1st floor 4 in the case of, which is transferred to
Pivot 42.
Pivot 42 is by across erecting in a manner of between the 1st truss support angle section 21 and the 1st angle section supporting station 25, and conduct
The engaging portion 52 for losing reservations 57 is located at the near border of the 1st truss support angle section 21 and the 1st angle section supporting station 25.
Therefore, when pivot 42 is strongly pressed towards the direction of the 1st floor 4, to axial element 51a, 51b and with
Axial element 51a, 51b compares the smaller 52 acting shear load of engaging portion of mechanical strength.When shear-type load is more than engaging portion 52
Mechanical strength when, pivot 42 fractures at the position of engaging portion 52.
It is fixed on the axial element 51a of a side of the 1st truss support angle section 21 as a result, and is embedded in another party of fulcrum bearing 41
Axial element 51b be separated from each other, the axial element 51a of a side is in a manner of along escape groove 46 towards the blocking far from fulcrum bearing 41
It moves in the direction of wall portion 48.
As a result, the 1st truss support angle section 21 moves together with the axial element 51a of a side towards close to the direction of the 1st floor 4
Dynamic and 1 a considerable amount of the 1st gap L absorbs the relative storey displacement amount of the length direction along truss 3.
Thus, even if can avoid acting on truss 3 excessive compressing force if when extensive earthquake occurs, Neng Goufang
Only truss 3 buckle or the breakage of the 1st truss support angle section 21 and the 1st angle section supporting station 25.
Then, referring to Fig.1 0 to Figure 13 to truss 3, the 1st angle section supporting station 25 and the 2nd when having occurred extensive earthquake
Relative position relation between angle section supporting station 26 illustrates.
In the initial installation of escalator 1, as shown in Figure 1, support the 1st floor 4 supporting member 22 end face with
It is provided with the 1st gap L 1 between the front end of the upper layer side horizontal part 10a of truss 3.Equally, in the branch for supporting the 2nd floor 5
It is provided with the 2nd gap L 2 between the end face of bearing member 24 and the front end of the lower layer side horizontal part 10b of truss 3.
In turn, in the semifixed portion A being made of the 1st truss support angle section 21 and the 1st angle section supporting station 25,42 frame of pivot
It is located between the fulcrum bearing 41 on the 1st truss support angle section 21 and the 1st angle section supporting station 25.Thus, it is in the following state：In purlin
It in the on-fixed portion B of frame 3, is not limited along the displacement of the 2nd truss support angle section 23 of the length direction of truss 3, with this phase
It is right, in semifixed portion A, limited by pivot 42 along the displacement of the 1st truss support angle section 21 of the length direction of truss 3.
Figure 10 indicate for example due to extensive earthquake and the 2nd floor 5 towards the X-direction close to the 1st floor 4 relatively
The state of the amount of the 1st gap L 1 of displacement and the 2nd gap L 2.That is, the displacement of the 2nd floor 5 towards X-direction is L1+L2.
When extensive earthquake occurs, in the on-fixed portion B of truss 3, the 2nd truss support angle section 23 and the 2nd angle section branch
Cushion cap 26 is relatively moved along the length direction of truss 3, thus absorbs the relative storey displacement amount along the length direction of truss 3.
On the other hand, in the semifixed portion A of truss 3, as already mentioned, the 1st truss support angle section 21 and pivot
Axis 42 is pressed towards close to the direction of the 1st floor 4 together.Shear-type load is applied to pivot 42 as a result, pivot 42 is as folding
The engaging portion 52 of damage reservations 57 fractures.
As a result, the 1st truss support angle section 21 is released from relative to the fixation of the 1st angle section supporting station 25, the 1st truss support
Angle section 21 is moved in a manner of absorbing the 1st gap L 1.Therefore, it is possible to avoid to 3 compressive press forces of truss.
Figure 11 indicates that the 2nd floor 5 exists towards the -X direction displacement far from the 1st floor 4, truss 3 from the state of Figure 10
The state being significantly biased against towards 4 side of the 1st floor between 1st floor 4 and the 2nd floor 5.
In this state, the 2nd truss support angle section 23 is opposite along the length direction of truss 3 with the 2nd angle section supporting station 26
Ground moves, and thus absorbs the relative storey displacement amount along the length direction of truss 3.In turn, even if truss 3 is big towards 4 side of the 1st floor
Amplitude is biased against, and the 2nd truss support angle section 23 also maintains the state being hooked on the 2nd angle section supporting station 26.
Figure 12 indicates truss 3 from the state of Figure 11 towards the state of the direction displacement of the 2nd floor 5.As shown in figure 12,
1st truss support angle section 21 is followed the activity of truss 3 and is moved towards the direction far from the 1st floor 4.Therefore, even it is fixed
In the axial element 51a of a side of the horizontal part 21a of the 1st truss support angle section 21, the activity of truss 3 is also followed and in escape groove
It is moved towards the direction far from the 1st floor 4 in 46.
The lower end of the axial element 51a of one side enters in escape groove 46, therefore, when axial element 51a is towards far from the 1st
When the direction movement of floor 4, the lower end of the axial element 51a of a side is resisted against the blocking wall 48 of fulcrum bearing 41.That is, bearing
The blocking wall 48 of seat 41 limits the activity of the axial element 51 of a side.
On the other hand, Figure 13 indicate the 1st truss support angle section 21 can follow the activity of truss 3 and towards far from the 1st floor
The comparative example that the direction in face 4 moves freely through.According to comparative example, when escalator 1 truss 3 from the state of Figure 12 towards the 2nd
When 5 side displacement of floor, the 1st truss support angle section 21 is followed the activity of truss 3 and is moved towards the direction far from the 1st floor 4.
But in a comparative example, work of the 1st truss support angle section 21 towards the direction far from the 1st floor 4 can not be limited
It is dynamic.Therefore, when the relative storey displacement amount between the 1st floor 4 and the 2nd floor 5 increases, the water of the 1st truss support angle section 21
Flat portion 21a is detached from from the 1st angle section supporting station 25.As a result, as shown in the arrow of Figure 13, escalator 1 is fallen.
In contrast, link mechanism 40 according to the present embodiment, consists of, and in the state that pivot 42 fractures, permits
Perhaps axial element 51a is towards truss 3 close to the movement in the direction of the 1st floor 4, and limitation axial element 51a is towards truss 3 more than initial peace
Holding position and close to the movement in the direction of the 2nd floor 5.
Specifically, in the initial installation of escalator 1, it is welded in the resistance of the fulcrum bearing 41 of the 1st angle section supporting station 25
Retaining wall portion 48 is facing from 3 side of truss and the peripheral surface of pivot 42.
Therefore, as shown in figure 12, in the 2nd floor 5 relative storey displacement has been carried out towards the -X direction far from the 1st floor 4
Under state, even if truss 3 will carry out displacement, the blocking wall 48 of fulcrum bearing 41 from 4 side of the 1st floor towards the 2nd floor 5
The activity of axial element 51a to following the 1st truss support angle section 21 limits.
As a result, the antidetonation of escalator 1 is strengthened, falling for escalator 1 can be prevented trouble before it happens.
In turn, the blocking wall 48 of fulcrum bearing 41 limits the activity of axial element 51a, therefore can shorten the 1st purlin
Frame supports lap of the angle section 21 relative to the 1st angle section supporting station 25.Thus, it is possible to shorten the water of the 1st truss support angle section 21
The length S1 of flat portion 21a, can realize the miniaturization and lightweight of the 1st truss support angle section 21.
The engaging portion 52 of pivot 42 not specifically for adhesive layer, such as can also by be brazed, spread engagement, solid phase expand
It dissipates engagement, diffusion bonding or electric resistance welding, crimp engagement, forging welding and friction welded such crimping engagement to be formed.
[variation 1 of the 1st embodiment]
Figure 14 discloses the variation 1 of pivot 42.According to variation 1, the end face 51c of the axial element 51a of a side with it is another
The end face 51d of the axial element 51b of side is docked to coaxial in a manner of mutually touching.
Axial element 51a, 51b integrally combines by the outer peripheral edge to end face 51c, 51d is welded.In variation 1
In, on the peripheral surface of the butted part of axial element 51a, 51b, it is formed with across multiple welding beads between axial element 51a, 51b
61.Welding bead 61 has the such shape of point, and is arranged in the circumferentially spaced compartment of terrain of pivot 42.Therefore, in variation 1
In, engaging portion 62 that 61 regulation of multiple welding beads will be combined between axial element 51a, 51b.
The mechanical strength smaller compared with axial element 51a, 51b of engaging portion 62 as defined in the welding bead 61 as putting.Therefore, it ties
Reservations 63 are lost in the butted part regulation of axial element 51a, 51b in conjunction portion 62.Reservations 63 are lost to be located at along pivot 42
Axial middle part.
In turn, welding bead 61 is stretched out from the peripheral surface of axial element 51a, 51b.Therefore, pivot 42 is being set up in the 1st truss
In the state of supporting between angle section 21 and fulcrum bearing 41, same as above first embodiment, welding bead 61 enters fulcrum bearing 41
In escape groove 46.
According to variation 1, when the shear-type load for acting on pivot 42 is more than the mechanical strength of welding bead 61, welding bead 61 is broken
Damage, pivot 42 fracture at the position for losing reservations 63.Axial element 51a, 51b is separated from each other as a result,.
[variation 2 of the 1st embodiment]
Figure 15 discloses the variation 2 of pivot 42.According to variation 2, the end face 51c of the axial element 51a of a side with it is another
The end face 51d of the axial element 51b of side is docked to coaxial in a manner of mutually touching.
Pivot 42 is also equipped with metal stop tool 71 other than a pair of of axial element 51a, 51b.Stop tool 71 is
Along the axially extending circular element of pivot 42, the side of the butted part of axial element 51a, 51b coaxially is surrounded
Formula is embedded in the peripheral surface of axial element 51a, 51b.Stop tool 71 is for example fixed on by the methods of bonding, welding or soldering
Axial element 51a, 51b.Therefore, in variation 2, stop tool 71 is provided to have and will be combined between axial element 51a, 51b
Engaging portion 72.
Circular stop tool 71 mechanical strength smaller compared with axial element 51a, 51b.Therefore, engaging portion 72 is wanted in axis
The butted part regulation of plain 51a, 51b lose reservations 73.Lose the centre for the axial direction that reservations 73 are located at along pivot 42
Portion.
In turn, stop tool 71 is stretched out from the peripheral surface of axial element 51a, 51b.Therefore, pivot 42 is being set up in the 1st purlin
In the state that frame supports between angle section 21 and fulcrum bearing 41, same as above-mentioned 1st embodiment, stop tool 71 enters branch
In the escape groove 46 of bearing 41.
According to variation 2, when the shear-type load for acting on pivot 42 is more than the mechanical strength of stop tool 71, stop work
Tool 71 is deformed in a manner of twisted.71 final fracture of stop tool deformed, pivot 42 are rolled at the position for losing reservations 73
It is disconnected.Axial element 51a, 51b is separated from each other as a result,.
[variation 3 of the 1st embodiment]
Figure 16 discloses the other modes of circular stop tool 71.There is stop tool 71 a pair to block reservations
81a、81b.Reservations 81a, 81b are blocked for example with shape made of by the peripheral surface acute angle of stop tool 71 notch.It cuts
Disconnected reservations 81a, 81b radially facing each other in stop tool 71, and extend throughout the overall length of stop tool 71.
According to variation 3, reservations 81a, 81b are blocked in stop tool 71, wall thickness is reduced compared with other positions, because
This, mechanical strength further decreases compared with other positions of stop tool 71.Therefore, when the shear-type load for acting on pivot 42
More than stop tool 71 mechanical strength when, stop tool 71 block reservations 81a, 81b position disconnect, stop tool 71
Itself become easy fracture.
[variation 4 of the 1st embodiment]
Figure 17 discloses the variation 4 of pivot 42.In variation 4, in the end face sides 51c of the axial element 51a of a side
End is formed with the 1st holding section 91 made of half cycle notch.1st holding section 91 has prolongs along the axial direction of axial element 51a
The 1st plane 91a stretched and the 2nd plane 91b extended along the direction orthogonal with the 1st plane 91a.2nd plane 91b is located at
Along the axial middle part of the axial element 51a of a side.
In turn, it in the end of the end face sides 51d of the axial element 51b of another party, is formed with the 2nd made of half cycle notch
Holding section 92.2nd holding section 92 have along axial element 51b axially extending the 3rd plane 92a and along with the 3rd plane
The 4th plane 92b that direction orthogonal 92a extends.4th plane 92b is located at the axial centre of the axial element 51b along another party
Portion.
Therefore, the 1st holding section 91 and the 2nd holding section 92 of the axial element 51b of another party of the axial element 51a of a side has
Having becomes symmetrical shape, and is intermeshed from the radial direction of pivot 42.
In the state of so that the 1st holding section 91 is engaged with the 2nd holding section 92, the 1st plane 91a and the 3rd plane 92a touch.
In turn, the end face 51c of the axial element 51a of a side and the 4th plane 92b of the 2nd holding section 92 touch, the axial element 51b of another party
End face 51d and the 2nd plane 91b of the 1st holding section 91 touch.It aligns to a pair of of axial element 51a, 51b coaxial as a result,.
As shown in figure 17, circular stop tool 71 is surrounding intermeshing 1st holding section 91 and the 2nd engaging
The peripheral surface of axial element 51a, 51b is embedded in the state of portion 92.Stop tool 71 for example passes through bonding, welding or soldering
The methods of be fixed on axial element 51a, 51b.
Therefore, also same as above-mentioned variation 2 in variation 4, stop tool 71 constitute by axial element 51a, 51b it
Between the engaging portion 72 that is combined.Engaging portion regulation of the engaging portion 72 in the 1st holding section 91 and the 2nd holding section 92 is lost
Reservations 93.Lose the middle part for the axial direction that reservations 93 are located at along pivot 42.
According to variation 4, stop tool 71 surrounds intermeshing 1st holding section 91 and the 2nd holding section 92, therefore,
The half-cycle portions of stop tool 71 are contacted with the peripheral surface of the axial element 51a of a side, the axis of remaining half-cycle portions and another party
The peripheral surface of element 51b connects.
Therefore, in the state of having acted on shear-type load to stop tool 71 from axial element 51a, 51b, stop tool is spread
The 71 uniform tensile stress of mass action.Therefore, when the shear-type load for being applied to stop tool 71 is more than stop tool 71
When mechanical strength, stop tool 71 is broken, and pivot 42 fractures at the position for losing reservations 93.Axial element 51a, 51b phase as a result,
Mutually separation.
[the 2nd embodiment]
Figure 18 and Figure 19 discloses the 2nd embodiment.2nd embodiment and the 1st embodiment the difference lies in that with
40 relevant item of link mechanism.Composition in addition to this is identical as the 1st embodiment.Therefore, right in the 2nd embodiment
Identical reference marks is assigned in composition part identical with the 1st embodiment, and the description thereof will be omitted.
As shown in figure 18, the fulcrum bearing 41 of link mechanism 40 does not have suitable with the escape groove 46 of above first embodiment
Element, on the upper surface 41a of the fulcrum bearing 41 opening have embedded hole 49.In turn, the axial element of a side of pivot 42 is constituted
The overall length of 51a is shorter than the overall length of the axial element 51b of another party.Specifically, the axial element 51a of a side, which has, is accommodated in the 1st purlin
Frame supports overall length as the inside of the through hole 50 of angle section 21.
Even along with this, the collar 43 that the gap between through hole 50 and the axial element 51a of a side is filled,
Its overall length is set to shorter than the length of through hole 50.Therefore, as shown in figure 19, the lower face of collar 43 is from fulcrum bearing 41
Surface 41a is detached, and ensures avoiding space 100 between 41 upper surface 41a of the lower face of the collar 43 and fulcrum bearing.
The engaging portion 52 of pivot 42 is accommodated in above-mentioned avoiding space 100.Thus, machinery is strong compared with axial element 51a, 51b
Smaller engaging portion 52 is spent, the boundary of the horizontal part 21a and fulcrum bearing 41 of the 1st truss support angle section 21 are located exactly at.
In the 2nd embodiment, for example, when due to earthquake and the 1st truss support angle section 21 be fixed on the 1st angle section branch
When generating the relative movement along the length direction of truss 3 between the fulcrum bearing 41 of cushion cap 25, to 42 acting shear load of pivot.
When shear-type load is more than the mechanical strength of engaging portion 52, pivot 42 fractures at the position of engaging portion 52.
It is fixed on the axial element 51a of a side of the 1st truss support angle section 21 as a result, and is embedded in another party of fulcrum bearing 41
Axial element 51b be separated from each other, effect identical with above first embodiment can be obtained.
In the 2nd embodiment, pivot 42 is between the horizontal part 21a and fulcrum bearing 41 of the 1st truss support angle section 21
Boundary fractures.Therefore, in the state that pivot 42 fractures, the 1st truss support angle section 21 can not be limited towards far from the 1st floor 4
Direction freely activity.
Thus, for example when extensive earthquake occurs, the horizontal part 21a of the 1st truss support angle section 21 is from the 1st in order to prevent
Angle section supporting station 25 is detached from, and is preferably set as the length S1 of the horizontal part 21 of the 1st truss support angle section 21 and lap M1
It is identical as the length S2 of the horizontal part 23a of the 2nd truss support angle section 23 and lap M2.
Several embodiments of the utility model are illustrated, these embodiments are suggested as examples,
It is not intended to be defined the range of utility model.These new embodiments can be implemented with various other ways,
Various omissions, displacement, change can be carried out in the range of not departing from the purport of utility model.These embodiments and modifications thereof
It is contained in the range and purport of utility model, and is contained in the utility model recorded in Patent request range and is equal with it
Range in.
According to above first embodiment, the 2nd truss support angle section cooperates with the 2nd angle section supporting station and constitutes on-fixed portion,
But not limited to this.For example, it is also possible to the sandwiched link mechanism between the 2nd truss support angle section and the 2nd angle section supporting station,
It is formed in when extensive earthquake occurs and the 2nd truss support angle section is remained into the shape that can be moved relative to the 2nd angle section supporting station
The semifixed portion of state.
That is, as long as semifixed portion is set to along in the end of a side of the length direction of truss and the end of another party
At least any one party, double of fixed part be not particularly limited relative to the position of truss.
Also, the pivot as shaft member is not limited to be divided into two parts in the axial direction, such as can also be in axial direction
On be divided into three parts.
Also, the passenger conveyors of embodiment are simultaneously not specific to escalator, even horizontal or obliquely configure
Moving sidewalk, also can similarly implement.
Claims (13)
1. a kind of passenger conveyors, which is characterized in that have：
Truss is set up between the 1st floor and the 2nd floor possessed by building；
1st truss support angle section is fixed on the end of a side of the length direction along above-mentioned truss, has predetermined heavy
Folded amount ground placing is on being set to the 1st angle section supporting station of above-mentioned building；
2nd truss support angle section is fixed on the end of another party of the length direction along above-mentioned truss, has predetermined
Lap placing on being set to the 2nd angle section supporting station of above-mentioned building；And
Link mechanism, being at least by connection between above-mentioned 1st truss support angle section and above-mentioned 1st angle section supporting station can be relatively
Rotation,
Between the end of the one side of above-mentioned truss and above-mentioned building and the end of above-mentioned another party of above-mentioned truss
The gap for absorbing relative storey displacement is respectively arranged between above-mentioned building,
Above-mentioned link mechanism includes：
Fulcrum bearing is fixed on above-mentioned 1st angle section supporting station；And
Shaft member is rotatably set up between above-mentioned 1st truss support angle section and above-mentioned fulcrum bearing,
Above-mentioned shaft member include multiple axial elements divided in the axial direction and by between adjacent axial element in coaxial
The smaller engaging portion of mechanical strength compared with above-mentioned axial element.
2. passenger conveyors as described in claim 1, which is characterized in that
It is big more than predetermined value having been acted between above-mentioned 1st truss support angle section and above-mentioned 1st angle section supporting station
In the state of small load, above-mentioned shaft member is lost at the position of above-mentioned engaging portion, above-mentioned 1st truss support angle section and above-mentioned
1st angle section supporting station can be along the length direction relatively displacement of above-mentioned truss.
3. passenger conveyors as claimed in claim 1 or 2, which is characterized in that
The above-mentioned engaging portion of above-mentioned shaft member is, towards the radial direction along above-mentioned axial element compared with the peripheral surface of above-mentioned axial element
Outside is stretched out, and the escape groove entered for the engaging portion is formed in the upper surface of above-mentioned fulcrum bearing, above-mentioned escape groove along
The length direction of above-mentioned truss extends.
4. passenger conveyors as claimed in claim 3, which is characterized in that
Above-mentioned fulcrum bearing has a blocking wall for blocking the end of the above-mentioned truss side of above-mentioned escape groove, the blocking wall with it is upper
It is facing to state shaft member.
5. passenger conveyors as described in claim 1, which is characterized in that
There is above-mentioned 1st truss support angle section the through hole for the perforation of above-mentioned shaft member, the internal diameter of the through hole to be more than above-mentioned axis
The outer diameter of the above-mentioned engaging portion of component, also, it is set up in above-mentioned 1st truss support angle section and above-mentioned fulcrum bearing in above-mentioned shaft member
Between in the state of, towards the inside of above-mentioned through hole inserted with by the inner surface of the peripheral surface of above-mentioned axial element and above-mentioned through hole
Between the cylinder that is filled of gap.
6. passenger conveyors as claimed in claim 1 or 2, which is characterized in that
The above-mentioned engaging portion of above-mentioned shaft member is, towards the radial direction along above-mentioned axial element compared with the peripheral surface of above-mentioned axial element
Outside is stretched out, and above-mentioned 1st truss support angle section has the through hole for the perforation of above-mentioned shaft member, and the internal diameter of the through hole is more than upper
The outer diameter of engaging portion is stated, also, the shape between above-mentioned 1st truss support angle section and above-mentioned fulcrum bearing is set up in above-mentioned shaft member
Under state, towards the inside of above-mentioned through hole inserted with will be between the peripheral surface of above-mentioned axial element and the inner surface of above-mentioned through hole
The cylinder that gap is filled, the above-mentioned binding site of above-mentioned shaft member is in the upper surface of the lower end of above-mentioned cylinder and above-mentioned fulcrum bearing
Between gap.
7. passenger conveyors as claimed in claim 6, which is characterized in that
Boundary of the above-mentioned binding site of above-mentioned shaft member between above-mentioned 1st truss support angle section and above-mentioned fulcrum bearing, right
In the state that above-mentioned engaging portion has acted on the radial shear-type load along above-mentioned shaft member, above-mentioned shaft member is in above-mentioned engaging portion
Position lose.
8. passenger conveyors as claimed in claim 5, which is characterized in that
Above-mentioned passenger conveyors are also equipped with lid, which is fixed on above-mentioned 1st truss support angle in a manner of covering above-mentioned through hole
On material, above-mentioned shaft member is held in by above-mentioned through hole by the lid.
9. passenger conveyors as claimed in claim 1 or 2, which is characterized in that
Above-mentioned engaging portion is formed at adhesive linkage or bonding layer between the end face of adjacent above-mentioned axial element.
10. passenger conveyors as claimed in claim 1 or 2, which is characterized in that
It is mutually butted in the end face of above-mentioned engaging portion, adjacent above-mentioned axial element, also, is formed with across adjacent above-mentioned axis and wants
Element peripheral surface between welding bead, be more than having been acted between above-mentioned 1st truss support angle section and above-mentioned 1st angle section supporting station
In the state of the load of the size of predetermined value, above-mentioned welding bead is damaged, thus the separation of adjacent above-mentioned axial element.
11. passenger conveyors as claimed in claim 1 or 2, which is characterized in that
It is mutually butted in the end face of above-mentioned engaging portion, adjacent above-mentioned axial element, also, surrounds the butted part of above-mentioned axial element
Cricoid stop tool fixed across between the peripheral surface of adjacent above-mentioned axial element, to above-mentioned 1st truss support angle
In the state of having acted on the load more than the size of predetermined value between material and above-mentioned 1st angle section supporting station, above-mentioned stop
Tool failure, thus adjacent above-mentioned axial element separation.
12. passenger conveyors as claimed in claim 11, which is characterized in that
It is provided with compared with other positions that mechanical strength is smaller to block reservations at at least one party position of above-mentioned stop tool.
13. passenger conveyors as claimed in claim 1 or 2, which is characterized in that
In above-mentioned engaging portion, the end of adjacent above-mentioned axial element be formed with by mutually in a manner of radially engage notch form
Holding section, also, surround above-mentioned axial element above-mentioned holding section cricoid stop tool across adjacent above-mentioned axial element
Between and fix, acted between above-mentioned 1st truss support angle section and above-mentioned 1st angle section supporting station more than predetermined
In the state of the load of the size of value, above-mentioned stop tool failure, thus adjacent above-mentioned axial element separation.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2017-000523 | 2017-01-05 | ||
| JP2017000523A JP6306222B1 (en) | 2017-01-05 | 2017-01-05 | Passenger conveyor |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207811033U true CN207811033U (en) | 2018-09-04 |
Family
ID=61828511
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721662361.8U Expired - Fee Related CN207811033U (en) | 2017-01-05 | 2017-12-04 | Passenger conveyors |
Country Status (2)
| Country | Link |
|---|---|
| JP (1) | JP6306222B1 (en) |
| CN (1) | CN207811033U (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP6924420B2 (en) * | 2019-09-10 | 2021-08-25 | フジテック株式会社 | Man conveyor |
| JP7333850B1 (en) | 2022-06-16 | 2023-08-25 | 三菱電機株式会社 | Passenger conveyor truss displacement control device |
Family Cites Families (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2889563B1 (en) * | 1998-05-07 | 1999-05-10 | 株式会社ニチコン | Construction manhole construction method |
| JP4340871B2 (en) * | 2003-12-18 | 2009-10-07 | トヨタ自動車株式会社 | Hanging conveyor |
| JP4762769B2 (en) * | 2006-03-29 | 2011-08-31 | 富士重工業株式会社 | Power unit support bracket and power unit support structure using the same |
| JP2010071436A (en) * | 2008-09-22 | 2010-04-02 | Konica Minolta Opto Inc | Shaft bonding method, and method of manufacturing vibrating type driving device |
| JP5989549B2 (en) * | 2013-01-15 | 2016-09-07 | 株式会社日立製作所 | Passenger conveyor |
| JP6182418B2 (en) * | 2013-10-15 | 2017-08-16 | 株式会社日立製作所 | Passenger conveyor |
-
2017
- 2017-01-05 JP JP2017000523A patent/JP6306222B1/en active Active
- 2017-12-04 CN CN201721662361.8U patent/CN207811033U/en not_active Expired - Fee Related
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|---|---|
| JP6306222B1 (en) | 2018-04-04 |
| JP2018108885A (en) | 2018-07-12 |
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