CN209127930U - Steel beam structure is climbed in a kind of combination of segmented - Google Patents
Steel beam structure is climbed in a kind of combination of segmented Download PDFInfo
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- CN209127930U CN209127930U CN201821848491.5U CN201821848491U CN209127930U CN 209127930 U CN209127930 U CN 209127930U CN 201821848491 U CN201821848491 U CN 201821848491U CN 209127930 U CN209127930 U CN 209127930U
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- otic placode
- pin shaft
- segment beam
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Abstract
The utility model discloses climb steel beam structure in a kind of combination of segmented, including side segment beam A, interlude beam, side segment beam B, pin shaft connecting node, the left and right ends of the interlude beam are equipped with middle part beam connection otic placode A, the right end of side segment beam A is connected with side segment beam connection otic placode A, and it is that interlude beam is connected with side segment beam A that pin shaft connecting node is completely overlapped between middle part beam connection otic placode and side segment beam connection otic placode A；Steel beam structure is climbed in the combination of this segmented can reduce the interior difficulty of processing for climbing girder steel well, so that the girder steel weldquality processed is more guaranteed, transport problem during can reducing well, save economic cost, it can be well adapted for the variation requirement of different structure, the general applicability of girder steel is climbed in increase, can reduce the difficulty of site operation well, improves construction efficiency.
Description
Technical field
The utility model relates to tower crane industry technology field, steel beam structure is climbed in specially a kind of segmented combination.
Background technique
The inner climbing type tower crane of entire tower crane industry at present, carrying girder steel are essentially all whole formula production.The steel of whole formula
Beam is given no cause for much criticism naturally in stability, but generally large in view of the size for climbing girder steel in traditional and more heavy, is being made
Make in the control of technique that there are certain difficulty, the quality controls of especially whole overlong welded seam.Traditional whole formula girder steel, by
In the influence of its size and weight, it is not only still to have some limitations in building site transhipment transport from road transport,
Corresponding production cost is also to remain high.The design variation trend of super high-rise building has embodied Core Walls Structure shear wall at present
Thickness changes with the variation of building height, and inside-climbing tower crane, is all to depend on the preferable core of stress condition under common situation
Cylinder shear wall climbs, and the stress transmitting for inside climbing girder steel is also last arrival Core Walls Structure shear wall, and traditional is fixed-size
Girder steel itself is climbed in whole formula also to lack with shear wall's thickness variation and the ability of self adjustment.
Utility model content
The purpose of this utility model is to provide steel beam structure is climbed in a kind of combination of segmented, has in reducing and climb girder steel
Difficulty of processing, girder steel weldquality guarantee, the transport problem during can reducing well, save economic cost, fit
The variation requirement of different structure is answered, the general applicability of girder steel is climbed in increase, the difficulty of site operation can be reduced well, mentioned
High construction efficiency is big with the difficulty of processing for solving to climb girder steel in mentioned above in the background art, and girder steel weldquality can not be protected
It demonstrate,proves, the problem in transportational process, economic cost is big, can not adapt to the variation requirement of different structure, inside climb generally being applicable in for girder steel
Poor, the difficulty of site operation of property, the low problem of construction efficiency.
To achieve the above object, the utility model provides the following technical solutions: steel beam structure is climbed in a kind of combination of segmented,
Including side segment beam A, interlude beam, side segment beam B, pin shaft connecting node, during the left and right ends of the interlude beam are equipped with
Section beam connection otic placode, the right end of side segment beam A are connected with side segment beam connection otic placode A, and the left end of side segment beam B is equipped with side
Side section beam connection otic placode B, is connected to form pin shaft connecting node between middle part beam connection otic placode and side segment beam connection otic placode A
As interlude beam is connected with side segment beam A, and be connected shape between middle part beam connection otic placode and side segment beam connection otic placode B
It is that interlude beam is connected with side segment beam B at pin shaft connecting node, is provided with otic placode face, side on the outside of pin shaft connecting node
It is provided with web on the outside of section beam A, interlude beam and side segment beam B, the side segment beam A is set with the side segment edge beam B front end
It is equipped with hole location, side segment beam A and the edge side segment beam B rear end are equipped with bolt, parallel arranged between bolt.
Preferably, the pin shaft connecting node of the side segment beam A and the pin shaft connecting node of side segment beam B are in mirror image pair
Claim.
Preferably, the both ends pin shaft connecting node of the interlude beam is also in mirror symmetry.
Preferably, the pin shaft connecting node of the pin shaft connecting node of the side segment beam A and side segment beam B and interlude beam
It is overlapped in dislocation.
Preferably, otic placode face, side segment beam are provided on the outside of the outermost pin shaft connecting node of the pin shaft connecting node
A, web is provided on the outside of interlude beam and side segment beam B.
Compared with prior art, the beneficial effects of the utility model are as follows:
Steel beam structure is climbed in the combination of this segmented, by being provided with the side segment beam connection otic placode of side segment beam setting in
Between section beam be arranged middle part beam connection otic placode connection pin shaft formed connecting node, using this form segmented combination in climb steel
Beam, can reduce well in climb the difficulty of processing of girder steel, can so that the girder steel weldquality processed is more guaranteed
With the transport problem during reducing well, economic cost is saved, the variation requirement of different structure can be well adapted for,
The general applicability of girder steel is climbed in increase, can reduce the difficulty of site operation well, improves construction efficiency.
Detailed description of the invention
Fig. 1 is the front view of the side segment beam A of the utility model；
Fig. 2 is the top view of the side segment beam A of the utility model；
Fig. 3 is the front view of the interlude beam of the utility model；
Fig. 4 is the top view of the interlude beam of the utility model；
Fig. 5 is the front view of the side segment beam B of the utility model；
Fig. 6 is the top view of the side segment beam B of the utility model；
Fig. 7 is the front view of the adjustment state 1 of the utility model；
Fig. 8 is the top view of the adjustment state 1 of the utility model；
Fig. 9 is the front view of the adjustment state 2 of the utility model；
Figure 10 is the top view of the adjustment state 2 of the utility model；
Figure 11 is the front view of the adjustment state 3 of the utility model；
Figure 12 is the top view of the adjustment state 3 of the utility model.
In figure: 1, side segment beam A；2, interlude beam；3, side segment beam B；4, pin shaft connecting node；5, middle part beam connects
Otic placode；51, otic placode face；6, side segment beam connection otic placode A；7, side segment beam connection otic placode B；8, web；9, hole location；10, bolt.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are without making creative work
Every other embodiment obtained, fall within the protection scope of the utility model.
It please refers to Fig. 1-12, climbs steel beam structure, including side segment beam A1, interlude beam 2, side in a kind of segmented combination
Section beam B3, pin shaft connecting node 4, the left and right ends of interlude beam 2 are equipped with middle part beam connection otic placode 5, side segment beam A1's
Right end is connected with side segment beam connection otic placode A6, and the left end of side segment beam B3 is equipped with side segment beam connection otic placode B7, middle part
It is connected to form pin shaft connecting node 4 as interlude beam 2 and side between beam connection otic placode 5 and side segment beam connection otic placode A6
Section beam A1 is connected, and is connected to form pin shaft connecting node 4 between middle part beam connection otic placode 5 and side segment beam connection otic placode B7
As interlude beam 2 is connected with side segment beam B3, and side segment beam A1 and the edge side segment beam B3 front end are provided with hole location 9,
Side segment beam A1 and the edge side segment beam B3 rear end are equipped with bolt 10, parallel arranged between bolt 10, side segment beam A1's
Pin shaft connecting node 4 and the pin shaft connecting node 4 of side segment beam B3 are in mirror symmetry, and uniform force embodies the combination of this segmented
The stability of girder steel is inside climbed, safety and construction efficiency are improved；The both ends pin shaft connecting node 4 of interlude beam 2 is also in mirror image pair
Claim, uniform force, embodies the stability for climbing girder steel in the combination of this segmented, improve safety and construction efficiency；Side segment beam A1
It is Chong Die in dislocation with the pin shaft connecting node 4 of side segment beam B3 with the pin shaft connecting node 4 of interlude beam 2, it is completely embedded, easy group
Dress, it is quick detachable, it can satisfy the length adjustment requirement of web 8 itself, adapt to the variation requirement of different structure, climb girder steel in increase
General applicability；The outermost otic placode face 51 of pin shaft connecting node 4 is concordant with outermost coxostermum 8, meets the stress peace of itself
It is complete to require, aesthetically also improve impression；
Be connected shape between middle part beam connection otic placode 5 and side segment beam connection otic placode A6, side segment beam connection otic placode B7
As three pin shaft connecting nodes 4 of single layer, totally nine pin shaft connecting nodes 4 are adjustment state a period of time；
Be connected shape between middle part beam connection otic placode 5 and side segment beam connection otic placode A6, side segment beam connection otic placode B7
When as two pin shaft connecting nodes 4 of single layer, totally six pin shaft connecting nodes 4 are adjustment state two；
Be connected shape between middle part beam connection otic placode 5 and side segment beam connection otic placode A6, side segment beam connection otic placode B7
When as one pin shaft connecting node 4 of single layer, totally three pin shaft connecting nodes 4 are adjustment state three.
In summary: climbing steel beam structure in the combination of this segmented, the side being arranged by side segment beam A1 and side segment beam B3
Side section beam connection otic placode A6 and side segment beam connection otic placode B7 connect shape with the middle part beam connection otic placode 5 that interlude beam 2 is arranged
At pin shaft connecting node 4, the pin shaft connecting node 4 of the pin shaft connecting node 4 of side segment beam A1 and side segment beam B3 are in mirror image
Symmetrically, uniform force embodies the stability for climbing girder steel in the combination of this segmented, improves safety and construction efficiency；Interlude beam 2
Both ends pin shaft connecting node 4 be also in mirror symmetry, uniform force embodies in the combination of this segmented and climbs the stability of girder steel, mentions
High security and construction efficiency；Side segment beam A1 is connect with the pin shaft connecting node 4 of side segment beam B3 with the pin shaft of interlude beam 2
Node 4 is completely embedded, is easily assembled in dislocation overlapping, quick detachable, can satisfy the length adjustment requirement of web 8 itself, adapts to not
Isostructural variation requires, and the general applicability of girder steel is climbed in increase；The outermost otic placode face 51 of pin shaft connecting node 4 with it is outermost
The web 8 of side is concordant, meets the stress safety requirements of itself, aesthetically also improves impression, using the segmented of this form
Girder steel is climbed in combination, can reduce well in climb the difficulty of processing of girder steel so that the girder steel weldquality processed is more
Added with guarantee, transport problem during can reducing well saves economic cost, can be well adapted for different structure
Variation requirement, the general applicability of girder steel is climbed in increase, the difficulty of site operation can be reduced well, improves construction effect
Rate.
It should be noted that, in this document, relational terms such as first and second and the like are used merely to a reality
Body or operation are distinguished with another entity or operation, are deposited without necessarily requiring or implying between these entities or operation
In any actual relationship or order or sequence.Moreover, the terms "include", "comprise" or its any other variant are intended to
Non-exclusive inclusion, so that the process, method, article or equipment including a series of elements is not only wanted including those
Element, but also including other elements that are not explicitly listed, or further include for this process, method, article or equipment
Intrinsic element.
While there has been shown and described that the embodiments of the present invention, for the ordinary skill in the art,
It is understood that these embodiments can be carried out with a variety of variations in the case where not departing from the principles of the present invention and spirit, repaired
Change, replacement and variant, the scope of the utility model is defined by the appended claims and the equivalents thereof.
Claims (5)
1. climb steel beam structure, including side segment beam A(1 in a kind of combination of segmented), interlude beam (2) and side segment beam B(3),
Pin shaft connecting node (4), it is characterised in that: the left and right ends of the interlude beam (2) are equipped with middle part beam connection otic placode
(5), side segment beam A(1) right end be connected with side segment beam connection otic placode A(6), side segment beam B(3) left end side is installed
Section beam connection otic placode B(7), middle part beam connection otic placode (5) and side segment beam connection otic placode A(6) between pin shaft connecting node
(4) being formed completely overlapped is that interlude beam (2) are connected with side segment beam A(1), middle part beam connection otic placode (5) and side
Section beam connection otic placode B(7) between pin shaft connecting node (4) to be formed completely overlapped be interlude beam (2) and side segment beam B
(3) be connected, be provided with otic placode face (51), side segment beam A(1 on the outside of pin shaft connecting node (4)), interlude beam (2) and side
Section beam B(3) outside is provided with web (8), the side segment beam A(1) edge front end is provided with hole location with side segment beam B(3)
(9), side segment beam A(1) it is equipped with bolt (10) with the edge rear end side segment beam B(3), parallel arranged between bolt (10).
2. climbing steel beam structure in a kind of segmented combination according to claim 1, it is characterised in that: the side segment beam A
(1) pin shaft connecting node (4) and the pin shaft connecting node (4) of side segment beam B(3) are in mirror symmetry.
3. climbing steel beam structure in a kind of segmented combination according to claim 1, it is characterised in that: the interlude beam
(2) both ends pin shaft connecting node (4) is also in mirror symmetry.
4. climbing steel beam structure in a kind of segmented combination according to claim 1, it is characterised in that: the side segment beam A
(1) Chong Die in dislocation with the pin shaft connecting node (4) of side segment beam B(3) with the pin shaft connecting node (4) of interlude beam (2).
5. climbing steel beam structure in a kind of segmented combination according to claim 1, it is characterised in that: the pin shaft connection section
The outermost otic placode face (51) of point (4) and the outermost web of side segment beam A(1), interlude beam (2) and side segment beam B(3)
(8) concordant.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821848491.5U CN209127930U (en) | 2018-11-12 | 2018-11-12 | Steel beam structure is climbed in a kind of combination of segmented |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821848491.5U CN209127930U (en) | 2018-11-12 | 2018-11-12 | Steel beam structure is climbed in a kind of combination of segmented |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209127930U true CN209127930U (en) | 2019-07-19 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821848491.5U Active CN209127930U (en) | 2018-11-12 | 2018-11-12 | Steel beam structure is climbed in a kind of combination of segmented |
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| CN (1) | CN209127930U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111170178A (en) * | 2018-11-12 | 2020-05-19 | 广东庞源工程机械有限公司 | Sectional type combination internal climbing steel beam structure |
-
2018
- 2018-11-12 CN CN201821848491.5U patent/CN209127930U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111170178A (en) * | 2018-11-12 | 2020-05-19 | 广东庞源工程机械有限公司 | Sectional type combination internal climbing steel beam structure |
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| Date | Code | Title | Description |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP02 | Change in the address of a patent holder |
Address after: 510000 Room 1130, 11th Floor, Traffic Building, 95 Yingbin Avenue, Xinhua Street, Huadu District, Guangzhou City, Guangdong Province Patentee after: Guangdong Pang Yuan construction machinery and equipment Co., Ltd Address before: 510635 Unit 212, Second Floor, Comprehensive Building of Science and Technology Innovation Base, No. 80 Lanyue Road, Science City, Guangzhou High-tech Industrial Development Zone, Guangdong Province Patentee before: Guangdong Pang Yuan construction machinery and equipment Co., Ltd |
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| CP02 | Change in the address of a patent holder | ||
| CP02 | Change in the address of a patent holder |
Address after: Room 109-12, Building 3, 43 Yingbin Avenue West, Huadu District, Guangzhou City, Guangdong 510000 Patentee after: Guangdong Pang Yuan construction machinery and equipment Co., Ltd Address before: 510000 Room 1130, 11th Floor, Traffic Building, 95 Yingbin Avenue, Xinhua Street, Huadu District, Guangzhou City, Guangdong Province Patentee before: Guangdong Pang Yuan construction machinery and equipment Co., Ltd |
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| CP02 | Change in the address of a patent holder |