CN206219086U - A kind of attachment structure of tower crane and attached wall - Google Patents
A kind of attachment structure of tower crane and attached wall Download PDFInfo
- Publication number
- CN206219086U CN206219086U CN201621289787.9U CN201621289787U CN206219086U CN 206219086 U CN206219086 U CN 206219086U CN 201621289787 U CN201621289787 U CN 201621289787U CN 206219086 U CN206219086 U CN 206219086U
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- CN
- China
- Prior art keywords
- tower crane
- wall
- attached wall
- horizontal outrigger
- otic placode
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- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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- 230000002787 reinforcement Effects 0.000 claims description 3
- 238000005728 strengthening Methods 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 12
- 229910000831 Steel Inorganic materials 0.000 abstract description 10
- 239000010959 steel Substances 0.000 abstract description 10
- 230000000694 effects Effects 0.000 abstract description 4
- 238000009434 installation Methods 0.000 abstract description 4
- 230000006978 adaptation Effects 0.000 abstract 1
- 230000007547 defect Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- FGRBYDKOBBBPOI-UHFFFAOYSA-N 10,10-dioxo-2-[4-(N-phenylanilino)phenyl]thioxanthen-9-one Chemical compound O=C1c2ccccc2S(=O)(=O)c2ccc(cc12)-c1ccc(cc1)N(c1ccccc1)c1ccccc1 FGRBYDKOBBBPOI-UHFFFAOYSA-N 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 210000005069 ears Anatomy 0.000 description 1
- 230000001788 irregular Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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Abstract
The utility model discloses a kind of tower crane and the attachment structure of attached wall, including tower crane, attached wall and wall attaching rod, tower crane is fixed with horizontal outrigger in face of a side surface of attached wall, and the surface of tower crane is stretched out at the two ends of horizontal outrigger, and the two ends of wall attaching rod connect horizontal outrigger and attached wall respectively；Wall attaching rod, horizontal outrigger and attached wall three constitute triangular support configurations.By the structure of horizontal outrigger, make the attachment structure between tower crane and attached wall simple, reliable, it is easy for installation, it is ensured that wall attaching rod has suitable inclination angle, so as to ensure that the adhesion effect between tower crane and king-tower tower body.Connecting elements is consolidated using conventional steel construction, stress；Avoid using the situation for increasing cost and security risk for changing large-scale tower crane adaptation attached wall structure, brought as wall-attaching equipment, three kinds of position of change tower crane processing mode using complicated space steel frame.Under the limitation of tower body structure condition and orographic condition, attachment requirement of the cable-stayed bridge pylon superelevation position construction tower crane to tower body is met.
Description
Technical field
The utility model is related to pier tower technical field of construction, in particular to a kind of tower crane and the attachment structure of attached wall.
Background technology
Bridge construction needs to use the tower crane to carry out the less important works such as material handling, must increase when tower crane exceedes certain altitude
If attached wall.Bridge pier body and Sarasota construction belong to work high above the ground, when the limitation of attachment surface width causes wall attaching rod and tower crane and tower body
Angle exceed zone of reasonableness when, adhesion effect is substantially reduced, and attached wall structure cannot meet safety and associated specifications.For gram
This defect is taken, can guarantee that wall attaching rod has suitable inclination angle again while avoiding wall attaching rod long, generally need to use
Complicated space rigid as wall-attaching equipment processing mode, but this kind of processing mode considerably increases construction cost, while multiple
The making of miscellaneous space steel frame wall-attaching equipment and installation difficulty are big, with certain potential safety hazard.
Utility model content
The purpose of this utility model seeks to solve the deficiency of above-mentioned background technology, there is provided one kind can guarantee that wall attaching rod and tower
Hang and tower body angle safety, simple structure, the tower crane of easy construction and attached wall attachment structure.
In order to achieve this, the attachment structure of tower crane designed by the utility model and attached wall, including tower crane, attached wall and attached
Wall bar, the tower crane is fixed with horizontal outrigger in face of a side surface of attached wall, and the table of tower crane is stretched out at the two ends of the horizontal outrigger
Face, the two ends of the wall attaching rod connect horizontal outrigger and attached wall respectively；The wall attaching rod, horizontal outrigger and attached wall three constitute three
Angle supporting construction.
Specifically, the two ends of the horizontal outrigger have been respectively fixedly connected with two wall attaching rods；On the inside of horizontal outrigger
Two wall attaching rods are articulated and connected at the anterior right corner of attached wall；Wall attaching rod positioned at horizontal outrigger or so two ends cuts with scissors respectively
The front left corner and rear right corner of attached wall are connected in succession.
More specifically, the horizontal outrigger is respectively arranged at two ends with first otic placode, and two are provided with first otic placode
Individual pin shaft hole, is hinged with two pin shaft holes of the first otic placode respectively with two wall attaching rods of one end positioned at horizontal outrigger by bearing pin
Connection；Adhesion frame is fixed with the attached wall, four corners of the adhesion frame are respectively equipped with an ear mount, the ear
A pin shaft hole is provided with seat, the wall attaching rod is articulated and connected by bearing pin with the pin shaft hole of ear mount.
Further, first otic placode is respectively provided on two sides with one piece of deep floor.
Preferably, reinforcement support is hingedly connected between the two ends back side of the horizontal outrigger and the both side surface of tower crane
Bar.
Specifically, the both side surface of the back side two ends of the horizontal outrigger and tower crane is respectively provided with second otic placode,
A pin shaft hole is provided with second otic placode, the two ends of the reinforcement support bar are respectively by bearing pin and the side surface of tower crane
Second otic placode at the back side of the second otic placode and horizontal outrigger is articulated and connected.
Further, second otic placode is respectively provided on two sides with one piece of deep floor.
Specifically, the length direction in the tower crane along horizontal outrigger is interval with multiple first built-in fittings, the level
Outrigger is fixed on multiple first built-in fittings.
More specifically, the both sides of the tower crane are provided with second built-in fitting, institute in the corresponding position with the second otic placode
The second otic placode is stated to be fixed on the second built-in fitting.
The beneficial effects of the utility model are：By the structure of horizontal outrigger, make the attachment structure between tower crane and attached wall
Simply, it is reliable, it is easy for installation, it is ensured that wall attaching rod has suitable inclination angle, it is attached between tower crane and king-tower tower body so as to ensure that
Effect.Connecting elements is consolidated using conventional steel construction, stress；Avoid and attached wall structure is adapted to using replacing large-scale tower crane, is adopted
The increase cost and peace brought as wall-attaching equipment, three kinds of position of change tower crane processing mode with complicated space steel frame
The situation of full blast danger.Under the limitation of tower body structure condition and orographic condition, cable-stayed bridge pylon superelevation position construction tower is met
The attachment requirement to tower body is hung, while skyscraper is can be applied to, the particularly tower crane attached wall construction of irregular building.
Brief description of the drawings
Fig. 1 is the connection diagram of tower crane and Dun Ta in the utility model；
Fig. 2 is the attachment structure schematic diagram of tower crane and adhesion frame in the utility model；
The front view that Fig. 3 is connected for horizontal outrigger in the utility model with tower crane；
The side view that Fig. 4 is connected for horizontal outrigger in the utility model with tower crane；
Fig. 5 is the structural representation of the first otic placode in the utility model；
Fig. 6 is the structural representation of ear mount in the utility model；
Wherein, 1-tower crane, 2-attached wall, 3-wall attaching rod, 4-horizontal outrigger, the 5-the first otic placode, 6-pin shaft hole, 7-
Bearing pin, 8-ear mount, 9-strengthen support bar, the 10-the second otic placode, the 11-the first built-in fitting, 12-deep floor, 13-attachment
Framework, 14-Dun Ta, the 15-the second built-in fitting.
Specific embodiment
The utility model is described in further detail with specific embodiment below in conjunction with the accompanying drawings.
The attachment structure of tower crane and attached wall as shown in Fig. 1-4, including tower crane 1, attached wall 2 and wall attaching rod 3, tower crane 1 are faced
One side surface of attached wall 2 is fixed with horizontal outrigger 4, and it is pre- that the interior length direction along horizontal outrigger 4 of tower crane 1 is interval with multiple first
Embedded part 11, horizontal outrigger 4 is fixed on multiple first built-in fittings 11, and the surface of tower crane 1, attached wall are stretched out in the two ends of horizontal outrigger 4
The two ends of bar 3 connect horizontal outrigger 4 and attached wall 2 respectively；Horizontal outrigger 4 is respectively arranged at two ends with (such as Fig. 5 of the first otic placode 5
It is shown), two pin shaft holes 6 are provided with the first otic placode 5, pass through 7 points of bearing pin with two wall attaching rods 3 of one end positioned at horizontal outrigger 4
Two pin shaft holes 6 not with the first otic placode 5 are articulated and connected；Adhesion frame 13 is fixed with attached wall 2, four of adhesion frame 13 turn
An ear mount 8 is respectively equipped with angle, a pin shaft hole 6 is provided with ear mount 8, wall attaching rod 3 is by bearing pin 7 and the pin shaft hole 6 of ear mount 8
It is articulated and connected.Wall attaching rod 3, horizontal outrigger 4 and the three of attached wall 2 constitute triangular support configurations.
As shown in figure 5, the first otic placode 5 is respectively provided on two sides with one piece of deep floor 12.
As shown in figure 1, the both side surface of the back side two ends of horizontal outrigger 4 and tower crane 1 is respectively provided with second otic placode
10 (as shown in Figure 6), the both sides of tower crane 1 are provided with second built-in fitting 15, second in the corresponding position with the second otic placode 10
Otic placode 10 is fixed on the second built-in fitting 15, and a pin shaft hole 6 is provided with the second otic placode 10, strengthens the two ends difference of support bar 9
It is articulated and connected with second otic placode 10 at the back side of second otic placode 10 and horizontal outrigger 4 of the side surface of tower crane 1 by bearing pin 7.
As shown in fig. 6, the second otic placode 10 is respectively provided on two sides with one piece of deep floor 12.
In the utility model, first in prior pre-buried five built-in fittings of cable-stayed bridge tower body design attitude.Wherein meet tower crane side
Three the first built-in fittings 11 are set, and the first built-in fitting 11 is welded by steel plate and dowel perforation plug welding；Bridge tower tower body or so two
Side respectively sets second built-in fitting 15, is made up of two blocks of steel plates with pin shaft hole, some floors and reinforcing bar, can be used as moveable hinge
Bearing.Tower crane attachment installation can be carried out after the concrete hardness of pre-buried position reaches more than 70%.
By meeting three the first built-in fittings 11 in tower crane side and install the horizontal outrigger 4 of the symmetrical tower body of encorbelmenting in a two ends,
Used between the built-in fitting 11 of horizontal outrigger 4 and first and be rigidly connected.Horizontal outrigger 4 is a kind of hollow steel, cantilever span foundation
Depending on actual conditions, the tower crane side of meeting at its two ends is respectively provided with two pieces of first ears with pin shaft hole 16 for being connected with wall attaching rod 3
Plate 5, back of the body tower crane side is respectively provided with one piece of second otic placode 10 of connection pin shaft hole 16, and type of attachment is connected using bearing pin.Tower crane with
The excessive situation of king-post horizontal range, due to changing attachment position of the wall attaching rod 3 in tower body structure by horizontal outrigger 4, from
And overcome wall attaching rod 3 and tower crane and the too small defect of tower body horizontal sextant angle, it is ensured that adhesion effect of the tower crane to Dun Ta.
To strengthen the stability of wall-attaching equipment, horizontal outrigger 4 is reinforced, set and strengthen support bar 9.Strengthen support bar
9 one end is connected with the second otic placode 10 of the back of the body tower crane of horizontal outrigger 4 side, the second otic placode of the other end and the bridge tower tower body left and right sides
10 connections, type of attachment is connected using bearing pin.Adhesion frame 13 is made up of some wall-attaching equipment beams, by spiral shell between wall-attaching equipment beam
Bolt is tightened to adhesion frame 13, can directly be produced by tower crane genuine and provided.Adhesion frame 13 has three by the apex of bridge tower tower body two
The end of root strut has connection ear mount 8 to be hinged by wall attaching rod 3 with horizontal outrigger 4, and then forms rock-steady structure.
Four wall attaching rods 3 are hung into attachment point position successively, with bearing pin 7 by itself and attached wall grid beam 13 and connection otic placode ear mount
It is hinged.Whether firmly to check the split pin of all of connection bearing pin 7, whether connecting bolt tightens, and whether weld seam meets the requirements, shape
The instrument and remainder on platform are transferred to ground after into rock-steady structure, attached wall is installed.
Further, reinforcing bar can be welded with tower body cage bar after the plate by the first built-in fitting 11 with the second built-in fitting 15,
The intensity and stability of built-in fitting can be strengthened.
Further, horizontal outrigger 4 is not limited to using hollow steel, can be using multiple structural forms such as Two bors d's oeuveres I-steel.
Further, with arrangement form there are diversified forms in the quantity of wall attaching rod 3, meet construction requirement.
The above, is only preferred embodiment of the present utility model, not does any to structure of the present utility model
Formal limitation.It is every any simple modification made to above example according to technical spirit of the present utility model, equivalent
Change and modification, still fall within the range of the technical solution of the utility model.
Claims (9)
1. the attachment structure of a kind of tower crane and attached wall, including tower crane (1), attached wall (2) and wall attaching rod (3), it is characterised in that：It is described
Tower crane (1) is fixed with horizontal outrigger (4) in face of a side surface of attached wall (2), and tower crane is stretched out at the two ends of the horizontal outrigger (4)
(1) surface, the two ends of the wall attaching rod (3) connect horizontal outrigger (4) and attached wall (2) respectively；The wall attaching rod (3), level
Outrigger (4) and attached wall (2) three constitute triangular support configurations.
2. the attachment structure of tower crane as claimed in claim 1 and attached wall, it is characterised in that：The two ends of the horizontal outrigger (4)
It has been respectively fixedly connected with two wall attaching rods (3)；Two wall attaching rods (3) on the inside of horizontal outrigger (4) are articulated and connected in attached
At the anterior right corner of wall (2)；Wall attaching rod (3) positioned at horizontal outrigger (4) left and right two ends is hingedly connected in attached wall (2)
Front left corner and rear right corner.
3. the attachment structure of tower crane as claimed in claim 2 and attached wall, it is characterised in that：The two ends of the horizontal outrigger (4)
First otic placode (5) is respectively equipped with, two pin shaft holes (6) are provided with first otic placode (5), it is same positioned at horizontal outrigger (4)
Two wall attaching rods (3) of one end are articulated and connected with two pin shaft holes (6) of the first otic placode (5) respectively by bearing pin (7)；It is described attached
Adhesion frame (13) is fixed with wall (2), four corners of the adhesion frame (13) are respectively equipped with an ear mount (8), institute
State and a pin shaft hole (6) is provided with ear mount (8), the wall attaching rod (3) is hinged by bearing pin (7) with the pin shaft hole (6) of ear mount (8)
Connection.
4. the attachment structure of tower crane as claimed in claim 3 and attached wall, it is characterised in that：The both sides of first otic placode (5)
It is respectively equipped with one piece of deep floor (12).
5. the attachment structure of tower crane as claimed in claim 1 and attached wall, it is characterised in that：The two ends of the horizontal outrigger (4)
Reinforcement support bar (9) is hingedly connected between the both side surface of the back side and tower crane (1).
6. the attachment structure of tower crane as claimed in claim 5 and attached wall, it is characterised in that：The back side of the horizontal outrigger (4)
The both side surface of two ends and tower crane (1) is respectively provided with second otic placode (10), and one is provided with second otic placode (10)
Pin shaft hole (6), the two ends for strengthening support bar (9) are respectively by bearing pin (7) and the second otic placode of the side surface of tower crane (1)
(10) it is articulated and connected with second otic placode (10) at the back side of horizontal outrigger (4).
7. the attachment structure of tower crane as claimed in claim 6 and attached wall, it is characterised in that：The both sides of second otic placode (10)
It is respectively equipped with one piece of deep floor (12).
8. the attachment structure of tower crane as claimed in claim 1 and attached wall, it is characterised in that：Chosen along level in the tower crane (1)
The length direction of beam (4) is interval with multiple first built-in fittings (11), and the horizontal outrigger (4) is fixed on multiple first built-in fittings
(11) on.
9. the attachment structure of tower crane as claimed in claim 6 and attached wall, it is characterised in that：The both sides of the tower crane (1) with
The corresponding position of the second otic placode (10) is provided with second built-in fitting (15), and it is pre-buried that second otic placode (10) is fixed on second
On part (15).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621289787.9U CN206219086U (en) | 2016-11-29 | 2016-11-29 | A kind of attachment structure of tower crane and attached wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621289787.9U CN206219086U (en) | 2016-11-29 | 2016-11-29 | A kind of attachment structure of tower crane and attached wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206219086U true CN206219086U (en) | 2017-06-06 |
Family
ID=58786417
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621289787.9U Expired - Fee Related CN206219086U (en) | 2016-11-29 | 2016-11-29 | A kind of attachment structure of tower crane and attached wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206219086U (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109704213A (en) * | 2019-01-28 | 2019-05-03 | 江苏久和机械有限公司 | Stable, efficient, high-quality wall-attaching equipment |
| CN109928307A (en) * | 2017-12-19 | 2019-06-25 | 广东庞源工程机械有限公司 | A kind of novel tower airfoil type attached wall structure |
| CN109928308A (en) * | 2017-12-19 | 2019-06-25 | 广东庞源工程机械有限公司 | A kind of fixed device of adjustable attached wall frame |
| CN110316666A (en) * | 2019-08-07 | 2019-10-11 | 上海市机械施工集团有限公司 | A kind of tower crane wall-attaching equipment and tower crane wall-attaching equipment construction method |
| CN110844804A (en) * | 2019-11-13 | 2020-02-28 | 中亿丰建设集团股份有限公司 | Supporting construction method of ultra-long truss type tower crane attachment system |
| CN113321136A (en) * | 2021-06-10 | 2021-08-31 | 中建八局西北建设有限公司 | Attachment frame for fixing tower crane to bridge tower and construction method thereof |
| CN113526372A (en) * | 2021-06-11 | 2021-10-22 | 浙江省建设工程机械集团有限公司 | Double-pier-body construction tower crane and viaduct construction method |
| CN113684758A (en) * | 2021-09-07 | 2021-11-23 | 中国铁建大桥工程局集团有限公司 | Self-anchored suspension bridge construction auxiliary device |
-
2016
- 2016-11-29 CN CN201621289787.9U patent/CN206219086U/en not_active Expired - Fee Related
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109928307A (en) * | 2017-12-19 | 2019-06-25 | 广东庞源工程机械有限公司 | A kind of novel tower airfoil type attached wall structure |
| CN109928308A (en) * | 2017-12-19 | 2019-06-25 | 广东庞源工程机械有限公司 | A kind of fixed device of adjustable attached wall frame |
| CN109928307B (en) * | 2017-12-19 | 2023-11-10 | 广东庞源工程机械有限公司 | Novel tower wing type wall-attached structure |
| CN109704213A (en) * | 2019-01-28 | 2019-05-03 | 江苏久和机械有限公司 | Stable, efficient, high-quality wall-attaching equipment |
| CN110316666A (en) * | 2019-08-07 | 2019-10-11 | 上海市机械施工集团有限公司 | A kind of tower crane wall-attaching equipment and tower crane wall-attaching equipment construction method |
| CN110844804A (en) * | 2019-11-13 | 2020-02-28 | 中亿丰建设集团股份有限公司 | Supporting construction method of ultra-long truss type tower crane attachment system |
| CN113321136A (en) * | 2021-06-10 | 2021-08-31 | 中建八局西北建设有限公司 | Attachment frame for fixing tower crane to bridge tower and construction method thereof |
| CN113526372A (en) * | 2021-06-11 | 2021-10-22 | 浙江省建设工程机械集团有限公司 | Double-pier-body construction tower crane and viaduct construction method |
| CN113526372B (en) * | 2021-06-11 | 2024-01-12 | 浙江省建设工程机械集团有限公司 | Double pier body construction tower crane and viaduct construction method |
| CN113684758A (en) * | 2021-09-07 | 2021-11-23 | 中国铁建大桥工程局集团有限公司 | Self-anchored suspension bridge construction auxiliary device |
| CN113684758B (en) * | 2021-09-07 | 2023-12-05 | 中国铁建大桥工程局集团有限公司 | Self-anchored suspension bridge construction auxiliary device |
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| Date | Code | Title | Description |
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| 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: 20170606 |