CN206827986U - A kind of space wall-hanging tower crane support system - Google Patents
A kind of space wall-hanging tower crane support system Download PDFInfo
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- CN206827986U CN206827986U CN201720459786.2U CN201720459786U CN206827986U CN 206827986 U CN206827986 U CN 206827986U CN 201720459786 U CN201720459786 U CN 201720459786U CN 206827986 U CN206827986 U CN 206827986U
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- girder
- diagonal brace
- support
- girder diagonal
- tower crane
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Abstract
The utility model discloses a kind of space wall-hanging tower crane support system, it includes：It is characterised in that it includes：First support girder, the second support girder, the first girder diagonal brace, the second girder diagonal brace, the 3rd girder diagonal brace, the 4th girder diagonal brace, the 5th girder diagonal brace, the 6th girder diagonal brace, the first contact bar and the second contact bar；First girder diagonal brace, the second girder diagonal brace, the 3rd girder diagonal brace, the 4th girder diagonal brace at least one not in XOZ planes or the plane parallel with XOZ planes；5th girder diagonal brace, the 6th girder diagonal brace be not in XOY plane or the plane parallel with XOY plane.The utility model architecture uses the more diagonal brace forms in space, with the support reaction of dispensing support system, can reduce the end reaction of single support, reduces the Core Walls Structure wall reinforcement difficulty under tower crane construction loads effect.
Description
Technical field
The utility model belongs to tower crane installation Technology field, more particularly to a kind of space wall-hanging tower crane supporter
System.
Background technology
Tower crane is the vertical transport equipment of construction of super highrise building, and its safety is climbed and has to face using problem
Key issue.When tower crane works, tower crane deadweight and external load act on support system, and are transferred to body junction via built-in fitting
Structure.Because large-scale tower crane work load is big, in addition as depth of building increases, Core Walls Structure wall thickness is thinning, pull-up or strut-framed
Support system counter-force it is excessive, only by Core Walls Structure wall reinforcement can not meet tower crane construct safety requirements.
Utility model content
The purpose of this utility model is to provide a kind of space wall-hanging tower crane support system, to solve support system support reaction
The problem of excessive, and the support of traditional support system is difficult, reinforcing is difficult.
The technical scheme that the utility model solves above-mentioned technical problem is as follows：A kind of space wall-hanging tower crane support system,
It includes：
First support girder, the second support girder, the first girder diagonal brace, the second girder diagonal brace, the 3rd girder diagonal brace, the 4th
Girder diagonal brace, the 5th girder diagonal brace, the 6th girder diagonal brace, the first contact bar and the second contact bar；First support girder and second
Support girder is parallel to each other, and the first contact bar is vertically connected between the first support girder and the second support girder, the second contact
Bar is vertically connected between the first support girder and the second support girder, the first contact bar and second contact it is mutually flat between bar
OK；One end of first support girder is connected with one end of the first girder diagonal brace, the 3rd girder diagonal brace and the 5th girder diagonal brace, and first
The other end of support girder is connected with foundation structure；One end of second support girder and the second girder diagonal brace, the 4th girder diagonal brace
Connected with one end of the 6th girder diagonal brace, the other end of the second support girder is connected with foundation structure；First girder diagonal brace, second
Girder diagonal brace, the 3rd girder diagonal brace, the 4th girder diagonal brace, the 5th girder diagonal brace and the other end of the 6th girder diagonal brace and basis are tied
Structure connects；
Axle where first support girder axial direction is defined as X-axis, and the axle where the first contact bar axial direction is defined as Y-axis, X-axis
O points are intersected at Y-axis, axle that is vertical with XOY and crossing O points is Z axis；First girder diagonal brace, the second girder diagonal brace, the 3rd girder are oblique
Support, the 4th girder diagonal brace at least one not in XOZ planes or the plane parallel with XOZ planes；5th girder diagonal brace, the 6th
Girder diagonal brace is not in XOY plane or the plane parallel with XOY plane.
The utility model wall-hanging tower crane support system in space as described above, further, first support girder with
The length of second support girder is identical or different, the section form of the first support girder and the second support girder is box, H types,
Groove profile, compound section or lattice.
The utility model wall-hanging tower crane support system in space as described above, further, first support girder with
Second support girder is connected with foundation structure by the way of bearing pin, bolt or welding.
The utility model wall-hanging tower crane support system in space as described above, further, the first girder diagonal brace,
Two girder diagonal braces, the 3rd girder diagonal brace, the 4th girder diagonal brace, the 5th girder diagonal brace, the length of the 6th girder diagonal brace are identical or not
Together.
The utility model wall-hanging tower crane support system in space as described above, further, the first girder diagonal brace,
Two girder diagonal braces, the 3rd girder diagonal brace, the 4th girder diagonal brace, the 5th girder diagonal brace, the section form of the 6th girder diagonal brace are case
Type, H types, groove profile, pipe, compound section or lattice.
The utility model wall-hanging tower crane support system in space as described above, further, the first girder diagonal brace,
Two girder diagonal braces, the 3rd girder diagonal brace, the 4th girder diagonal brace, the 5th girder diagonal brace, the 6th girder diagonal brace and foundation structure use
Bearing pin, bolt or the mode of welding connect.
The utility model wall-hanging tower crane support system in space as described above, further, the first contact bar and the
The section form of bigeminy tie-rod is box, H types, groove profile, pipe, compound section or lattice.
The beneficial effects of the utility model are：
The utility model architecture uses the more diagonal brace forms in space, can share the support reaction of support system, reduces single
The end reaction of root support, can ensure the safe handling of tower crane by way of wall reinforcement.The connection of support girder one end is each
Girder diagonal brace, the other end are connected in foundation structure, and girder diagonal brace one end connection support girder, the other end is connected to foundation structure
On, support girder is integral by contacting bar connection, forms stable space-load system.
Brief description of the drawings
By the detailed description made in conjunction with the following drawings, of the present utility model above-mentioned and/or other aspects and advantage will
Becoming more apparent upon and be easier to understand, these accompanying drawings are simply schematical, are not intended to limit the utility model, wherein：
Fig. 1 is a kind of space wall-hanging tower crane support system schematic diagram of embodiment of the utility model；
Fig. 2 is Fig. 1 schematic top plan view；
Fig. 3 is Fig. 1 leftschematic diagram；
Fig. 4 is a kind of the first girder diagonal brace schematic diagram of embodiment of the utility model；
Fig. 5 is a kind of another schematic diagram of the first girder diagonal brace of embodiment of the utility model.
In accompanying drawing, the list of parts representated by each label is as follows：
1st, the first support girder, the 2, second support girder, the 3, first girder diagonal brace, the 4, second girder diagonal brace, the 5, the 3rd master
Beam diagonal brace, the 6, the 4th girder diagonal brace, the 7, the 5th girder diagonal brace, the 8, the 6th girder diagonal brace, the 9, first contact bar, the 10, second contact
Bar, 11, first body of rod, 12, second body of rod, 13, locking nut, 14, filling hole, the 15, first otic placode, the 16, second otic placode, 17,
Fixed column.
Embodiment
Hereinafter, the embodiment of wall-hanging tower crane support system in space of the present utility model is described with reference to the accompanying drawings.
The embodiment recorded herein is specific embodiment of the present utility model, of the present utility model for illustrating
Design, is explanatory and exemplary, should not be construed as the limit to the utility model embodiment and the scope of the utility model
System.In addition to the embodiment recorded herein, those skilled in the art can also be based on the application claims and specification institute is public
The content opened includes doing using the embodiment to recording herein using obvious other technical schemes, these technical schemes
Go out the technical scheme of any obvious substitutions and modifications.
The accompanying drawing of this specification is schematic diagram, aids in illustrating design of the present utility model, it is schematically indicated each several part
Shape and its correlation.It note that for the ease of clearly showing the structure of each part of the utility model embodiment, respectively
Do not drawn between accompanying drawing according to identical ratio.Identical reference marker is used to represent identical part.
Axle where first support girder axial direction is defined as X-axis, and the axle where the first contact bar axial direction is defined as Y-axis, X-axis
O points are intersected at Y-axis, axle that is vertical with XOY and crossing O points is Z axis.
Fig. 1-Fig. 3 shows a kind of space wall-hanging tower crane support system of embodiment of the utility model, and it includes：
First support girder 1, the second support girder 2, the first girder diagonal brace 3, the second girder diagonal brace 4, the 3rd girder diagonal brace
5th, the 4th girder diagonal brace 6, the 5th girder diagonal brace 7, the 6th girder diagonal brace 8, first contact bar 9 and second contact bar 10；First
Support girder 1 is parallel to each other with the second support girder 2, and the first contact bar 9 is vertically connected on the first support girder 1 and the second support is led
Between beam 2, second contact bar 10 is vertically connected between the first support girder 1 and the second support girder 2, first contact bar 9 with
It is parallel to each other between second contact bar 10；One end of first support girder 1 and the first girder diagonal brace 3, the 3rd girder diagonal brace 5 and the
One end connection of five girder diagonal braces 7, the other end of the first support girder 1 are connected with foundation structure；One end of second support girder 2
It is connected with one end of the second girder diagonal brace 4, the 4th girder diagonal brace 6 and the 6th girder diagonal brace 8, the other end of the second support girder 2
It is connected with foundation structure；First girder diagonal brace 3, the second girder diagonal brace 4, the 3rd girder diagonal brace 5, the 4th girder diagonal brace the 6, the 5th master
The other end of the girder diagonal brace 8 of beam diagonal brace 7 and the 6th is connected with foundation structure；
Axle where the axial direction of first support girder 1 is defined as X-axis, and the axle where the axial direction of the first contact bar 9 is defined as Y-axis, X
Axle intersects at O points with Y-axis, and axle that is vertical with XOY and crossing O points is Z axis；First girder diagonal brace 3, the second girder diagonal brace the 4, the 3rd master
Beam diagonal brace 5, the 4th girder diagonal brace 6 at least one not in XOZ planes or the plane parallel with XOZ planes；5th girder is oblique
The 7, the 6th girder diagonal brace 8 is supportted not in XOY plane or the plane parallel with XOY plane.
In the utility model above-described embodiment, support girder one end connects each girder diagonal brace, and the other end is connected to basic knot
On structure, girder diagonal brace one end connection support girder, the other end is connected in foundation structure, and support girder is connected into by contacting bar
It is overall, form stable space-load system.The utility model architecture uses the more diagonal brace forms in space, can share support
The support reaction of system, the end reaction of single support is reduced, the safe handling of tower crane can be ensured by way of wall reinforcement.
In the space wall-hanging tower crane support system of the utility model above-described embodiment, the first support girder 1 and second
The length of support girder 2 is identical or different, and the section form of the first support girder 1 and the second support girder 2 is box, H types, groove
Type, compound section or lattice.First support girder 1 and the second support girder 2 use bearing pin, bolt or welding with foundation structure
Mode connect.
In the space wall-hanging tower crane support system of the utility model above-described embodiment, the first girder diagonal brace 3, second master
Beam diagonal brace 4, the 3rd girder diagonal brace 5, the 4th girder diagonal brace 6, the 5th girder diagonal brace 7, the length of the 6th girder diagonal brace 8 are identical or not
Together.First girder diagonal brace 3, the second girder diagonal brace 4, the 3rd girder diagonal brace 5, the 4th girder diagonal brace 6, the 5th girder diagonal brace the 7, the 6th
The section form of girder diagonal brace 8 is box, H types, groove profile, pipe, compound section or lattice.First girder diagonal brace 3, second is led
Beam diagonal brace 4, the 3rd girder diagonal brace 5, the 4th girder diagonal brace 6, the 5th girder diagonal brace 7, the 6th girder diagonal brace 8 use with foundation structure
Bearing pin, bolt or the mode of welding connect.
In the space wall-hanging tower crane support system of the utility model above-described embodiment, the first contact bar 9 and second
The section form of tie-rod 10 is box, H types, groove profile, pipe, compound section or lattice.
In a kind of specific embodiment, the first girder diagonal brace 3, the second girder diagonal brace 4, the 5th girder diagonal brace 7, the 6th girder
Diagonal brace 8 is with X/Y plane into 45 degree of angles, and the 3rd girder diagonal brace 5, the 4th girder diagonal brace 6 are with X/Y plane into 20 degree of angles；The
One girder diagonal brace 3 and XZ planes are into 30 degree of angles, with YZ planes into 45 degree of angles；Second girder diagonal brace 4 is with XZ planes into 30 degree
Angle, with YZ planes into 45 degree of angles；3rd girder diagonal brace 5 and XZ planes are into 45 degree of angles, with YZ planes into 70 degree of angles；The
Four girder diagonal braces 3 and XZ planes are into 45 degree of angles, with YZ planes into 70 degree of angles；5th girder diagonal brace 7 is with XZ planes into 30 degree
Angle, with YZ planes into 45 degree of angles；6th girder diagonal brace 8 and XZ planes are into 30 degree of angles, with YZ planes into 45 degree of angles.
In another specific embodiment, the first girder diagonal brace 3, the second girder diagonal brace 4, the 5th girder diagonal brace the 7, the 6th master
Beam diagonal brace 8 is with X/Y plane into 60 degree of angles, and the 3rd girder diagonal brace 5, the 4th girder diagonal brace 6 are with X/Y plane into 45 degree of angles；
First girder diagonal brace 3 and XZ planes are into 20 degree of angles, with YZ planes into 30 degree of angles；Second girder diagonal brace 4 and XZ planes are into 30
Angle is spent, with YZ planes into 30 degree of angles；3rd girder diagonal brace 5 and XZ planes are into 40 degree of angles, with YZ planes into 45 degree of angles；
4th girder diagonal brace 3 and XZ planes are into 30 degree of angles, with YZ planes into 45 degree of angles；5th girder diagonal brace 7 and XZ planes are into 15
Angle is spent, with YZ planes into 30 degree of angles；6th girder diagonal brace 8 and XZ planes are into 15 degree of angles, with YZ planes into 30 degree of angles.
Current tower crane is mainly made up of support girder, girder lateral support, girder vertical supporting, due to this knot support
The length dimension of the support beam of system structure is fixed, and the support of corresponding length need to be made according to the distance between tower crane and building
Beam, cause support beam to be reused, cause to waste.
In order to solve the above problems, above-described embodiment is further improved, the first girder diagonal brace 3, the second girder are oblique
Support the 4, the 3rd girder diagonal brace 5, the 4th girder diagonal brace 6, the 5th girder diagonal brace 7, the 6th girder diagonal brace 8, first contact bar 9 and second
Contact bar 10 in it is at least one be Collapsible structure.Only carried out below by taking a kind of stretching structure of the first girder diagonal brace 3 as an example
Illustrate, as shown in Figure 4 and Figure 5, the first girder diagonal brace 3 includes first body of rod 11, second body of rod 12, locking nut 13, filling
Hole 14, the first otic placode 15, the second otic placode 16 and fixed column 17.First body of rod is hollow-core construction, has internal thread；Second body of rod is set
There is the external screw thread being adapted to first body of rod, second body of rod is connected by screw thread with first body of rod；Locking nut is arranged on described
On the external screw thread of bipole body, for locking first body of rod and second body of rod, prevent to loosen；First otic placode is fixedly connected on
The termination of one body of rod, the second otic placode are fixedly connected on the termination of second body of rod.Because tower crane will for the steadiness of support system
Ask very high, even if being provided with locking nut, the wind that locking nut loosens still is difficult to avoid that during tower crane use
Danger, in order to thoroughly prevent construction risk, locking nut is provided with least one filling hole, and the filling hole penetrates locking nut.
Fixed column is the fusing point metal material lower compared with first body of rod, second body of rod, locking nut, in filling hole by way of pouring
Interior formation.The risk that locking nut loosens so both had been avoided, also can be after the completion of use by way of heating pair
First girder diagonal brace 3 is disassembled, and is reused in next engineering.
Each technical characteristic of above-mentioned disclosure is not limited to disclosed and further feature combination, and those skilled in the art are also
Other combinations between each technical characteristic can be carried out according to the purpose of utility model, are defined by the purpose for realizing the utility model.
Claims (7)
- A kind of 1. space wall-hanging tower crane support system, it is characterised in that including：First support girder (1), the second support girder (2), the first girder diagonal brace (3), the second girder diagonal brace (4), the 3rd girder diagonal brace (5), the 4th girder diagonal brace (6), the 5th girder Diagonal brace (7), the 6th girder diagonal brace (8), the first contact bar (9) and the second contact bar (10)；First support girder (1) with second Support girder (2) is parallel to each other, the first contact bar (9) be vertically connected on the first support girder (1) and the second support girder (2) it Between, the second contact bar (10) is vertically connected between the first support girder (1) and the second support girder (2), the first contact bar (9) Contact with second and be parallel to each other between bar (10)；One end of first support girder (1) and the first girder diagonal brace (3), the 3rd girder Diagonal brace (5) is connected with one end of the 5th girder diagonal brace (7), and the other end of the first support girder (1) is connected with foundation structure；Second One end of support girder (2) and one end of the second girder diagonal brace (4), the 4th girder diagonal brace (6) and the 6th girder diagonal brace (8) connect Connect, the other end of the second support girder (2) is connected with foundation structure；First girder diagonal brace (3), the second girder diagonal brace (4), the 3rd Girder diagonal brace (5), the 4th girder diagonal brace (6), the 5th girder diagonal brace (7) and the other end of the 6th girder diagonal brace (8) and basis are tied Structure connects；Axle where first support girder (1) axial direction is defined as X-axis, and the axle where the first contact bar (9) axial direction is defined as Y Axle, X-axis intersect at O points with Y-axis, and axle that is vertical with XOY and crossing O points is Z axis；First girder diagonal brace (3), the second girder diagonal brace (4), the 3rd girder diagonal brace (5), the 4th girder diagonal brace (6) at least one not in XOZ planes or the plane parallel with XOZ planes It is interior；5th girder diagonal brace (7), the 6th girder diagonal brace (8) be not in XOY plane or the plane parallel with XOY plane.
- 2. wall-hanging tower crane support system in space according to claim 1, it is characterised in that first support girder (1) it is identical or different with the length of the second support girder (2), the section shape of the first support girder (1) and the second support girder (2) Formula is box, H types, groove profile, compound section or lattice.
- 3. wall-hanging tower crane support system in space according to claim 2, it is characterised in that first support girder (1) it is connected with the second support girder (2) with foundation structure by the way of bearing pin, bolt or welding.
- 4. wall-hanging tower crane support system in space according to claim 1, it is characterised in that the first girder diagonal brace (3), the second girder diagonal brace (4), the 3rd girder diagonal brace (5), the 4th girder diagonal brace (6), the 5th girder diagonal brace (7), the 6th girder The length of diagonal brace (8) is identical or different.
- 5. wall-hanging tower crane support system in space according to claim 4, it is characterised in that the first girder diagonal brace (3), the second girder diagonal brace (4), the 3rd girder diagonal brace (5), the 4th girder diagonal brace (6), the 5th girder diagonal brace (7), the 6th girder The section form of diagonal brace (8) is box, H types, groove profile, pipe, compound section or lattice.
- 6. wall-hanging tower crane support system in space according to claim 5, it is characterised in that the first girder diagonal brace (3), the second girder diagonal brace (4), the 3rd girder diagonal brace (5), the 4th girder diagonal brace (6), the 5th girder diagonal brace (7), the 6th girder Diagonal brace (8) is connected with foundation structure by the way of bearing pin, bolt or welding.
- 7. wall-hanging tower crane support system in space according to claim 1, it is characterised in that the first contact bar (9) Section form with the second contact bar (10) is box, H types, groove profile, pipe, compound section or lattice.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720459786.2U CN206827986U (en) | 2017-04-28 | 2017-04-28 | A kind of space wall-hanging tower crane support system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720459786.2U CN206827986U (en) | 2017-04-28 | 2017-04-28 | A kind of space wall-hanging tower crane support system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206827986U true CN206827986U (en) | 2018-01-02 |
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ID=60769096
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720459786.2U Active CN206827986U (en) | 2017-04-28 | 2017-04-28 | A kind of space wall-hanging tower crane support system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206827986U (en) |
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2017
- 2017-04-28 CN CN201720459786.2U patent/CN206827986U/en active Active
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