CN208701901U - One kind is across empty floor external elevator anchor - Google Patents
One kind is across empty floor external elevator anchor Download PDFInfo
- Publication number
- CN208701901U CN208701901U CN201821126692.4U CN201821126692U CN208701901U CN 208701901 U CN208701901 U CN 208701901U CN 201821126692 U CN201821126692 U CN 201821126692U CN 208701901 U CN208701901 U CN 208701901U
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- Prior art keywords
- anchor
- crossbeam
- rod
- floor
- empty floor
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Abstract
The utility model discloses one kind across empty floor external elevator anchor, it is related to elevator anchorage technology field, it includes the crossbeam for crossing anchor stud and the anchor rod for being connected to crossbeam both ends that its technology, which wants programme element, the crossbeam is fixedly connected with anchor stud, and the anchor rod is connect with the building floor across empty floor vertical direction；The region that the crossbeam, anchor rod and floor surround is greater than the section of lift car horizontal direction, passes through for lift car.Its advantage is that external application vertical lift can be installed in abnormally-structured engineering construction, without vertical anchor structure is separately provided, cost is reduced, does not influence construction production, evades security risk, dismounting is convenient Ke Xunhuanliyong, time saving and energy saving.
Description
Technical field
The utility model relates to elevator anchorage technology fields, in particular to one kind is across empty region across empty floor external elevator
Anchor.
Background technique
Construction with external application vertical lift be it is a kind of so that the carriage of elevator is moved vertically by transmission device, convey constructor
The building machinery of member, equipment or material.It is mainly used for the construction of skyscraper.
Routinely anchoring needs to be usually vertical anchoring external elevator at present, as shown in Figure 1, being the existing standard vertically anchored
Anchoring piece, Fig. 1 are the schematic diagrames of traditional Anchorage Plan, are anchored with standard anchoring piece vertical lift carriage.The anchoring piece include with
The anchor pile 7 that floor is vertically fixed is fixedly connected with anchor stud 5 respectively in 7 outer end of anchor pile, and lift car 6 is in anchor stud 5
It moves vertically.
It is existing according to related specification requirement, the height of anchorage node is no more than 9m.And it is existing in the construction process, need
Outer vertical lift is built by skyscraper, but the skyscraper has across empty floor, a direction has across empty floor, but
It is to have architecture storey in direction normal thereto, has again vertical across empty floor to have across empty floor above the direction of architecture storey
Histogram has architecture storey again upwards, is so staggered to form every sky across empty floor.When encounter it is similar have this across empty floor structure
Engineering, if can also be caused to the vertical movement of elevator using the standard anchoring piece of the prior art when being fixed across empty floor
Interference when not doing anchoring fixation across empty floor, and does not meet code requirement, in this case, common solution:
1. not installation external application vertical lift influences construction production the disadvantage is that making troubles to construction.
2. vertical steel lattice column is separately provided, anchored by elevator and with steel lattice column, the disadvantage is that outside elevator
Vertical steel lattice column is arranged in portion, and cost is high, occupies live place, influences construction production, security risk is bigger, the later period
Remove it is more troublesome, it is time-consuming and laborious.
It is badly in need of a kind of can solve in summary to come every the anchor across empty floor structure that sky is staggered to form alternate angle
Realize the anchoring across empty floor to anchor stud.
Utility model content
In view of the deficienciess of the prior art, the purpose of this utility model is to provide one kind across empty floor external elevator
Anchor, its advantage is that external application vertical lift can be installed in abnormally-structured engineering construction, it is vertical without being separately provided
Anchor structure reduces cost, does not influence construction production, evades security risk, dismounting is convenient Ke Xunhuanliyong, time saving and energy saving.
One kind is across empty floor external elevator anchor, including crossing the crossbeam of anchor stud and being connected to crossbeam both ends
Anchor rod, the crossbeam are fixedly connected with anchor stud, and the anchor rod is connect with the building floor across empty floor vertical direction；
The region that the crossbeam, anchor rod and floor surround is greater than the section of lift car horizontal direction, passes through for lift car.
Through the above technical solutions, in across empty floor structure, by with the building building across empty floor vertical direction
Anchor is set on plate, anchorage effect is carried out to anchor stud, traditional standard anchoring piece is compensated for and lacks to across empty floor structure
The deficiency of anchorage node may be implemented the anchoring at across empty floor to anchor stud, met by the crossbeam and anchor rod of setting
Related specification requirement, at the same time, no setting is required individually vertical anchor structure, not only realize to across empty floor structure anchor stud
It is anchored, while not being influenced lift car and being operated normally along sliding rail.Cost is reduced, construction production is not influenced, it is hidden to evade safety
Suffer from, it is conveniently can be recycled to remove, time saving and energy saving.
The utility model is further arranged to: the crossbeam includes the first crossbeam unit and that anchor stud two sides are arranged in
Two crossbeam units, the first crossbeam unit and second cross beam unit are detachably fixed connection close to one end of anchor stud.
Through the above technical solutions, crossbeam is divided into two crossbeam units being detachably connected, convenient for crossing anchor stud, from
And it is convenient for installation, so that construction is quicker, convenient.
The utility model is further arranged to: the first crossbeam unit is identical with second cross beam cellular construction, wraps respectively
Three support rods parallel to each other are included, it is in " triangular prism " shape that the support rod, which encloses, and three support rod one end are fixedly connected with T-type
Stake is connected, the T-type connection stake is connect with anchor rod, and the support rod is fixedly connected with far from one end of T-type connection stake
Connecting plate.
Through the above technical solutions, it is in " triangular prism " shape that supporting rod, which encloses, the stability of beam structure, T are strengthened
Type connection stake and the setting of connecting plate reinforce crossbeam at crossbeam unit both ends.
The utility model is further arranged to: several web members are provided between adjacent supports bar；In every two support rods
Between several web members in " sawtooth " shape arrange.
Through the above technical solutions, forming truss structure between the setting and support rod of web member, keep crossbeam light, construction party
Just, the bearing capacity of web beam horizontal direction further increases the anchorage effect of the utility model.
The utility model is further arranged to: it is provided with connection otic placode on the connecting plate of the first crossbeam unit, it is described
It is provided with link block on the connecting plate of second cross beam unit, the first connecting hole, the link block are offered in the connection otic placode
On offer the second connecting hole, the first connecting hole and the second connecting hole are passed through for first crossbeam unit and second by fixing bolt
Crossbeam unit is fixedly connected, and the fixing bolt is in horizontally disposed.
Through the above technical solutions, the setting of connection otic placode and connecting plate realizes detachably connecting for two crossbeam units
It connects, while fixing bolt is horizontally disposed, the bearing capacity of web beam horizontal direction, the anchoring for further increasing the utility model is made
With.
The utility model is further arranged to: the T-type connection stake includes cross bar and vertical bar, and the anchor rod and cross bar are logical
It crosses fastener and is detachably fixed connection.
Through the above technical solutions, the fastener anchor rod and cross bar by being arranged are detachably fixed connection, it is convenient to dismantle, and mentions
The practicability of high the utility model.
The utility model is further arranged to: brace, described brace one end are additionally provided on the upside of the anchor rod
It is connect with vertical bar by fastener fixing, the other end is fixedly connected with the building floor across empty floor vertical direction, the oblique pull
The distance between bar and anchor rod are gradually increased in the one end for connecting stake far from T-type.
The utility model is further arranged to: the brace is tilted to the side far from anchor rod.
Through the above technical solutions, brace strengthens the anchorage effect to anchor stud, piggy-back anchor solid rod to anchor stud into
Row anchoring, by the way that brace is inclined outwardly setting, thus, it is more stable during support is fixed to anchor stud.
The utility model is further arranged to: solid close to the outside of one end of T-type connection stake in the anchor rod, brace
Surely it is provided with clamping ring, clamping ring is fixedly installed in the outer end of cross bar and vertical bar, so that contacting piece is limited.
Through the above technical solutions, by the clamping ring of setting, to the fastener and brace between anchoring piece and cross bar
Fastener between vertical bar is limited, its slippage is prevented, thus, it is safer in the construction process.
The utility model is further arranged to: the support rod is bolted to connection with anchor stud.
It is fixedly connected through the above technical solutions, further realizing crossbeam with anchor stud, anchor of the web beam to anchor stud
Gu effect.
In conclusion the utility model has the following beneficial effects:
1, across the setting of the crossbeam of anchor stud and crossbeam both ends anchor rod, the standard anchoring piece of making up cannot be across empty floor
To the deficiency that anchor stud is anchored, by with the cooperation across empty floor vertical direction building floor, realization builds across empty floor
Anchorage effect can be carried out to anchor stud by building object；
2, several web members are provided between adjacent supports bar, the web member between two support rods is arranged in " sawtooth " shape, no
The stability of crossbeam is improved only, while truss structure realizes the whole advantage slim and graceful, processing is convenient of crossbeam；
3, the setting of beam-end T-type connection stake, strengthens crossbeam, convenient for the company between crossbeam and anchor rod, brace
It connects；
4, connection is detachably fixed between anchor rod and T-type connection stake, it is practical to improve this for easy to disassemble and carrying anchor rod
Novel practicability.
Detailed description of the invention
Fig. 1 is the schematic diagram of traditional Anchorage Plan；
Fig. 2 is a kind of overall structure diagram across empty floor external elevator anchor；
Fig. 3 is a kind of stereoscopic schematic diagram across empty floor external elevator anchor；
Fig. 4 is a kind of showing across the prominent first crossbeam unit of empty floor external elevator anchor and second cross beam unit
It is intended to；
Fig. 5 is a kind of schematic diagram across crossbeam specific structure prominent in empty floor external elevator anchor；
Fig. 6 is a kind of across first crossbeam unit prominent in empty floor external elevator anchor and second cross beam unit company
Connect the schematic diagram of relationship；
Fig. 7 is a kind of signal connecting across T-type connection stake prominent in empty floor external elevator anchor with anchor rod
Figure.
Appended drawing reference: 1, crossbeam；11, first crossbeam unit；12, second cross beam unit；13, support rod；131, web member；
132, fixing threaded hole；14, T-type connects stake；141, cross bar；142, vertical bar；15, connecting plate；151, the first connecting plate；152, second
Connecting plate；153, connection otic placode；154, link block；155, fixing bolt；2, anchor rod；21, fastener；22, it is clamped ring；3, oblique pull
Bar；4, with the building floor across empty floor vertical direction；5, anchor stud；6, lift car；7, anchor pile.
Specific embodiment
The utility model is described in further detail below in conjunction with attached drawing, wherein the identical attached drawing of identical components
Label indicates.It should be noted that word "front", "rear" used in the following description, "left", "right", "up" and "down", " bottom
Face " and " top surface " refer to that the direction in attached drawing, word "inner" and "outside" are referred respectively to towards or away from particular elements geometry
The direction at center.
Embodiment
One kind is across empty floor external elevator anchor, and in conjunction with shown in Fig. 2 and Fig. 3, stair anchor setting exists
On the building floor 4 across empty floor vertical direction, including crossing the crossbeam 1 of anchor stud 5 and being connected to the anchor at 1 both ends of crossbeam
Solid rod 2, anchor rod 2 be fixed on the building floor 4 across empty floor vertical direction on.Upper setting with this configuration, solves
Fixed problem can not be anchored across empty floor, while the setting does not influence the up and down motion of lift car 6 again, avoids and is separately provided
Vertical anchor structure.
In conjunction with shown in Fig. 4 and Fig. 5, crossbeam 1 includes first crossbeam unit 11 and second cross beam unit 12, wherein first is horizontal
Beam element 11 is identical with the structure of second cross beam unit 12, and length direction one end close to each other passes through anchor stud 5, and the two
Between be detachably fixed connection, by being detachably connected, thus, construction when, facilitate by two crossbeam units pass through anchor stud
5, so that support be fixed to anchor stud 5, the structure is quick, convenient in construction.It is horizontal in first crossbeam unit 11 and second
The both ends that beam element 12 is located remotely from each other are fixedly connected with anchor rod 2.
As shown in figure 5, since first crossbeam unit 11 is identical with 12 structure of second cross beam unit, now with first crossbeam unit
It explains in detail and introduces for 11.
First crossbeam unit 11 includes three support rods 13 being parallel to each other, and three support rods 13 are not in same plane
It is interior, so that three support rods 13 form " triangular prism " shape, T-type connection has been respectively fixedly connected at the both ends of three support rods 13
Stake 14 and connecting plate 15, by the crossbeam 1 of " triangular prism " shape of formation, so that support is being fixed to anchor stud 5 in crossbeam 1
During, it is more stable.It should be noted that T-type connection stake 14 is used to be fixedly connected with anchor rod 2, first crossbeam unit
11 and second cross beam unit 12 be fixed together by connecting plate 15.
In order to further reinforce to crossbeam 1, several web members are all fixedly connected between every two support rods 13
131, the connection relationship between three support rods 13 is reinforced by web member 131, meanwhile, between every two support rods 13
Several web members 131 in " sawtooth " shape arrange.To which adjacent web member 131 and support rod 13 forms multiple " triangle " structures,
So that the position between three support rods 13 is more stable, safe.
In conjunction with shown in Fig. 5 and Fig. 6, wherein in order to being arranged between first crossbeam unit 11 and second cross beam unit 12
Detachable structure is illustrated, and is now distinguished to the connecting plate 15 on first crossbeam unit 11 and second cross beam unit 12, even
Fishplate bar 15 includes the second connecting plate 152 on the first connecting plate 151 and second cross beam unit 12 on first crossbeam unit 11.
Several connection otic placodes 153 are fixedly installed on the first connecting plate 151 and close to the side of the second connecting plate 152,
Link block 154 is fixedly installed close to the side of the first connecting plate 151 in the second connecting plate 152, wherein when being connected and fixed,
Misplace overlapping between connection otic placode 153 and link block 154, and the first connecting hole is offered in connection otic placode 153 and (is not shown in figure
Out), the second connecting hole (not shown) is offered on link block 154, during installation, the first connecting hole and the second connecting hole
With one heart, the first connecting hole and the second connecting hole is passed through by a fixing bolt 155 to carry out connection otic placode 153 and link block 154
It is fixed, preferably, connection otic placode 153 and link block 154 are provided at least three groups, and three groups not on the same line, thus right
First crossbeam unit 11 is fixedly connected with second cross beam unit 12, it should be noted that in order to enable 11 He of first crossbeam unit
Second cross beam unit 12 is relatively stable to the support of anchor stud 5, the first connecting hole and the concentric centerline direction of the second connecting hole
Should be horizontal, therefore the direction of fixing bolt 155 is level.
In conjunction with shown in Fig. 5 and Fig. 7, multiple fixing threaded holes 132 are offered on the position of anchor stud 5 in support rod 13,
Support rod 13 is fixedly connected with anchor stud 5 by bolt.
T-type connection stake 14 includes cross bar 141 and the vertical bar 142 for being vertically fixed on the middle part of cross bar 141, outer end respectively with three
Support rod 13 is vertically fixedly connected, and anchor rod 2 is located at side of the cross bar 141 far from support rod 13, and parallel with cross bar 141 is set
It sets, anchor rod 2 and cross bar 141 is detachably fixed by connection by using fastener 21.
In conjunction with shown in Fig. 2 and Fig. 7, further, the upside of anchor rod 2 is provided with brace 3,3 one end of brace with
Vertical bar 142 is fixedly connected by fastener 21, and the other end is fixedly connected with the building floor 4 across empty floor vertical direction, and tiltedly
The distance between pull rod 3 and anchor rod 2 are gradually increased in the one end for connect stake 14 far from T-type, and brace 3 is to separate anchor rod
2 side inclination.To which crossbeam 1 be auxiliarily fixed by brace 3.
As shown in fig. 7, solid due to being detachably connected between the connection stake 14 of anchor rod 2, brace 3 and T-type by fastener 21
It is fixed, in order to enable be connected and fixed between three it is more stable, in anchor rod 2, brace 3 close to one end of T-type connection stake 14
Outside is fixedly installed clamping ring 22, in the outer end of cross bar 141 and vertical bar 142 by being fixedly installed clamping ring 22, thus right
Fastener 21 is limited, its slippage is prevented.
The utility model carries out anchoring fixation to anchor stud 5 by the crossbeam 1 and anchor rod 2 of setting, can tie in abnormal shape
External application vertical lift carriage 6 is installed in structure engineering construction, without vertical anchor structure is separately provided, is reduced cost, is not influenced
Construction production, evades security risk, and it is conveniently can be recycled to remove, time saving and energy saving.
This specific embodiment is only the explanation to the utility model, is not limitations of the present invention, ability
Field technique personnel can according to need the modification that not creative contribution is made to the present embodiment after reading this specification, but
As long as all by the protection of Patent Law in the scope of the claims of the utility model.
Claims (10)
1. one kind is across empty floor external elevator anchor, it is characterized in that: including crossing the crossbeam (1) of anchor stud (5) and connecting
Connect the anchor rod (2) at crossbeam (1) both ends, the crossbeam (1) is fixedly connected with anchor stud (5), the anchor rod (2) with across sky
The building floor (4) of floor vertical direction connects；The region that the crossbeam (1), anchor rod (2) and floor surround is greater than elevator
The section of carriage (6) horizontal direction, passes through for lift car (6).
2. it is according to claim 1 across empty floor external elevator anchor, it is characterized in that: the crossbeam (1) includes
First crossbeam unit (11) and second cross beam unit (12) in anchor stud (5) two sides, the first crossbeam unit (11) are set
Connection is detachably fixed close to the one end of anchor stud (5) with second cross beam unit (12).
3. it is according to claim 2 across empty floor external elevator anchor, it is characterized in that: the first crossbeam unit
(11) identical with second cross beam unit (12) structure, respectively include three support rods (13) parallel to each other, the support rod (13)
Enclosing is in " triangular prism " shape, and three support rods (13) are fixedly connected with T-type connection stake (14) far from the one end of anchor stud (5),
T-type connection stake (14) connect with anchor rod (2), and the support rod (13) is fixed far from the one end for stating T-type connection stake (14)
It is connected with connecting plate (15).
4. it is according to claim 3 across empty floor external elevator anchor, it is characterized in that: in adjacent supports bar (13)
Between be provided with several web members (131)；Several web members (131) between every two support rods (13) are arranged in " sawtooth " shape.
5. it is according to claim 3 across empty floor external elevator anchor, it is characterized in that: the first crossbeam unit
(11) it is provided with connection otic placode (153) on connecting plate (15), is arranged on the connecting plate (15) of the second cross beam unit (12)
Have link block (154), the first connecting hole is offered on the connection otic placode (153), offers second on the link block (154)
Connecting hole passes through the first connecting hole and the second connecting hole by fixing bolt (155) first crossbeam unit (11) and second is horizontal
Beam element (12) is fixedly connected, and the fixing bolt (155) is in horizontally disposed.
6. it is according to claim 3 across empty floor external elevator anchor, it is characterized in that: the T-type connects stake
(14) include cross bar (141) and the vertical bar (142) being vertically fixed in the middle part of cross bar (141), outer end respectively with three support rods
(13) vertical fixed, the cross bar (141) that the anchor rod (2) connects stake (14) with T-type passes through fastener (21) company of being detachably fixed
It connects.
7. it is according to claim 6 across empty floor external elevator anchor, it is characterized in that: the anchor rod (2)
Upside is additionally provided with brace (3), and described brace (3) one end is fixedly connected with vertical bar (142) by fastener (21), the other end
It is fixedly connected with the building floor (4) across empty floor vertical direction, the distance between the brace (3) and anchor rod (2)
It is gradually increased in one end far from T-type connection stake (14).
8. according to claim 7 across empty floor external elevator anchor, it is characterized in that: the brace (3) to
Side far from anchor rod (2) tilts.
9. according to claim 7 across empty floor external elevator anchor, it is characterized in that: the anchor rod (2),
Brace (3) is fixedly installed clamping ring (22) on the outside of one end of T-type connection stake (14), in cross bar (141) and vertical bar
(142) outer end is fixedly installed clamping ring (22), so that contacting piece (21) is limited.
10. it is according to claim 3 across empty floor external elevator anchor, it is characterized in that: the support rod (13)
Position close to anchor stud (5) offers multiple fixing threaded holes (132), and is fixedly connected by bolt with anchor stud (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821126692.4U CN208701901U (en) | 2018-07-16 | 2018-07-16 | One kind is across empty floor external elevator anchor |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821126692.4U CN208701901U (en) | 2018-07-16 | 2018-07-16 | One kind is across empty floor external elevator anchor |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208701901U true CN208701901U (en) | 2019-04-05 |
Family
ID=65939111
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821126692.4U Expired - Fee Related CN208701901U (en) | 2018-07-16 | 2018-07-16 | One kind is across empty floor external elevator anchor |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208701901U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108560731A (en) * | 2018-07-16 | 2018-09-21 | 北京建工集团有限责任公司 | One kind is across empty floor external elevator anchor |
-
2018
- 2018-07-16 CN CN201821126692.4U patent/CN208701901U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108560731A (en) * | 2018-07-16 | 2018-09-21 | 北京建工集团有限责任公司 | One kind is across empty floor external elevator anchor |
| CN108560731B (en) * | 2018-07-16 | 2023-07-21 | 北京建工集团有限责任公司 | Stride empty floor and use outer elevator anchor |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190405 Termination date: 20210716 |