CN208533700U - High-altitude overhanging shape steel support - Google Patents
High-altitude overhanging shape steel support Download PDFInfo
- Publication number
- CN208533700U CN208533700U CN201821057518.9U CN201821057518U CN208533700U CN 208533700 U CN208533700 U CN 208533700U CN 201821057518 U CN201821057518 U CN 201821057518U CN 208533700 U CN208533700 U CN 208533700U
- Authority
- CN
- China
- Prior art keywords
- box beam
- outrigger
- diagonal brace
- floor
- welded
- Prior art date
- 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.)
- Active
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 30
- 239000010959 steel Substances 0.000 title claims abstract description 30
- 239000011800 void material Substances 0.000 claims abstract description 9
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 6
- 229910052742 iron Inorganic materials 0.000 claims description 3
- 238000003466 welding Methods 0.000 claims description 3
- 239000007787 solid Substances 0.000 claims 2
- 238000010276 construction Methods 0.000 abstract description 8
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 238000009491 slugging Methods 0.000 abstract description 2
- 239000010410 layer Substances 0.000 abstract 3
- 239000011229 interlayer Substances 0.000 abstract 1
- 238000005516 engineering process Methods 0.000 description 3
- 108010068370 Glutens Proteins 0.000 description 2
- 235000021312 gluten Nutrition 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000009416 shuttering Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 230000006641 stabilisation Effects 0.000 description 1
- 238000011105 stabilization Methods 0.000 description 1
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model discloses high-altitude overhanging shape steel supports, including the box beam I and box beam II being respectively arranged on neighbouring two layers of floor, box beam I, box beam II are fixed in the body pillar of upper layer and lower layer floor respectively by embedded part, several support columns are equipped between box beam I and box beam II, box beam I, box beam II side be equipped with diagonal brace, the lower end of diagonal brace is welded and fixed with box beam II, and the upper end of diagonal brace is welded with outrigger, and one end and the box beam I of outrigger are welded and fixed；Lower floor is equipped with door opening, and multiple through interlayer floor face void column, and facing between void column for door opening two sides is connected with section steel beam by side slugging.The utility model has the beneficial effects that supporting bearing diagonal with box beam, solve the problems, such as that outermost side stand component bearing diagonal can not be connect with structure；The triangular support system being made of support column, diagonal brace and outrigger, it is easy for assemble or unload, stablize, easy construction, securely and reliably, reduces the advantages that engineering construction is put into.
Description
Technical field
The utility model relates to flower box technology fields, relate in particular to high-altitude overhanging shape steel support.
Background technique
Cantilever Beams are not that both ends have support, and one end is embedded in or pours on a support, and other end stretching is chosen
The beam of supporter can be fixed, freely-supported or free segment.Long span gluten under, it is short across gluten upper.For the facade for pursuing building
Effect makes building seem broad atmosphere, and the hovering that faces that designing unit often will do it a part of floor chooses design, according to normal
Rule construction thinking need to start to walk to set up superelevation support for shuttering from ground.But in the actual construction process, overhang beam slab often height off the ground
Superelevation is such as still constructed by native mode, then will set up the upper a large amount of manpower and material resources of consuming in support for shuttering, time-consuming, and safety requirements
It is high, do not meet duration progress, economy and the requirement of safety.Since some engineerings overhanging beam slab transverse width is small, customization
Oblique steel truss support cost is higher, and installs complex, can not be recycled, not meet cost-effectiveness requirement；As used
Steel pipe does skewed horizontal load, and because structure is reinforcing bar column framework, Wu Liang and plate and span is big at top plate, outermost side stand component is tiltedly propped up
Support can not be connect with structure, can not be using conventional overhanging support system.
Therefore it then must consider that the construction all angles such as economic, convenient carry out first from safety considerations before constructing
The selection of the support frame scheme of cantilevered structure.
Utility model content
For the problems in the relevant technologies, the utility model proposes high-altitude overhanging shape steel supports, dismantle easy for installation, steady
It is qualitative good, securely and reliably.
In order to achieve the above technical purposes, technical scheme of the utility model is as follows:
High-altitude overhanging shape steel support, including the box beam I and box beam II being respectively arranged on neighbouring two layers of floor,
The box beam I is arranged in parallel with box beam II, and the box beam I, box beam II are fixed on upper layer and lower layer by embedded part respectively
In the body pillar of floor, between the box beam I and box beam II be equipped with several support columns, the both ends of the support column respectively with
Box beam I, box beam II are welded and fixed, the box beam I, box beam II side be equipped with diagonal brace, the lower end of the diagonal brace with
Box beam II is welded and fixed, and the upper end of the diagonal brace is welded with outrigger, and one end and the box beam I of the outrigger are welded and fixed, institute
It states and is equipped with H profile steel on outrigger；
Lower floor is equipped with door opening, be equipped between upper layer and lower layer floor it is multiple face void column, the door opening two sides face void column it
Between section steel beam is connected with by side slugging.
Further, there are five the support column is set.
Further, the horizontal distance between each support column is not more than 4.5m.
Further, the outrigger selects the fashioned iron of HN400*200*8*13.
Further, the diagonal brace uses the channel steel of HW250*250*9*14.
The utility model has the beneficial effects that supporting bearing diagonal with box beam, solving outermost side stand component bearing diagonal can not
The problem of being connect with structure；The triangular support system being made of support column, diagonal brace and outrigger, it is easy for assemble or unload, and have
There is the stabilization of requirement of engineering well, rigidity is big, and easy construction, securely and reliably, high altitude operation time are short, reduces engineering construction investment etc.
Advantage.
Detailed description of the invention
In order to illustrate the embodiment of the utility model or the technical proposal in the existing technology more clearly, below will be to embodiment
Needed in attached drawing be briefly described, it should be apparent that, the accompanying drawings in the following description is only the utility model
Some embodiments for those of ordinary skill in the art without creative efforts, can also be according to this
A little attached drawings obtain other attached drawings.
Fig. 1 is the beam layout drawing of the high-altitude overhanging shape steel support according to the utility model embodiment；
Fig. 2 is the steel frame construction layout drawing of the high-altitude overhanging shape steel support according to the utility model embodiment；
Sectional view along A-A in Fig. 3 Fig. 2.
In figure:
1, box beam I；2, box beam II；3, body pillar；4, support column；5, diagonal brace；6, outrigger；7, embedded part；8, H profile steel；
9, face void column；10, side embedded part；11, section steel beam.
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's every other embodiment obtained, all belongs to
In the range of the utility model protection.
As shown in Figure 1-3, high-altitude overhanging shape steel support, including the box beam being respectively arranged on neighbouring two layers of floor
I 1 and box beam II 2, the box beam I 1 be arranged in parallel with box beam II 2, the box beam I 1, box beam II 2 pass through respectively
Embedded part 7 is fixed in the body pillar 3 of upper layer and lower layer floor, is set between the box beam I 1 and box beam II 2 there are five support column
4, the horizontal distance between each support column 4 is not more than 4.5m, the both ends of the support column 4 respectively with box beam I 1, box
Beam II 2 is welded and fixed, the box beam I 1, box beam II 2 side be equipped with diagonal brace 5, the diagonal brace 5 use HW250*250*9*
14 channel steel, lower end and the box beam II 2 of the diagonal brace 5 are welded and fixed, and the upper end of the diagonal brace 5 is welded with outrigger 6, described to choose
Beam 6 selects the fashioned iron of HN400*200*8*13, and one end and the box beam I 1 of the outrigger 6 are welded and fixed, and one is pressed on the outrigger 6
Fixed spacing is equipped with H profile steel 8；
Lower floor is equipped with door opening, be equipped between upper layer and lower layer floor it is multiple face void column 9, void column 9 is faced in the door opening two sides
Between section steel beam 11 is welded and connected with by side embedded part 10.
Box beam I 1, box beam II 2 are first fixed respectively on two layers of floor, on ground in advance by diagonal brace 5 when installing outrigger 6
It is welded on outrigger 6, is then coupled by tower crane, one end and the box beam I 1 to outrigger 6 are welded and fixed and the lower end of diagonal brace 5
After welding with box beam II 2, tower crane is unclamped, H profile steel is laid with above outrigger 6 according to template frame body upright bar spacing, position determines
Start to weld after errorless, is fixed to 6 top of outrigger.
The above is only the preferred embodiments of the present utility model only, is not intended to limit the utility model, all practical at this
Within novel spirit and principle, any modification, equivalent replacement, improvement and so on should be included in the guarantor of the utility model
Within the scope of shield.
Claims (5)
1. high-altitude overhanging shape steel support, which is characterized in that including the box beam I being respectively arranged on neighbouring two layers of floor
(1) it is arranged in parallel with box beam II (2), the box beam I (1) with box beam II (2), the box beam I (1), box beam II
(2) it is fixed in the body pillar (3) of upper layer and lower layer floor by embedded part (7) respectively, the box beam I (1) and box beam II (2)
Between be equipped with several support columns (4), the both ends of the support column (4) are solid with box beam I (1), box beam II (2) welding respectively
It is fixed, the box beam I (1), box beam II (2) side be equipped with diagonal brace (5), the lower end of the diagonal brace (5) and box beam II (2)
It is welded and fixed, the upper end of the diagonal brace (5) is welded with outrigger (6), and one end of the outrigger (6) and box beam I (1) welding are solid
It is fixed, it is equipped with several H profile steels (8) at a certain distance on the outrigger (6)；
Lower floor is equipped with door opening, faces void column (9) between upper layer and lower layer floor equipped with multiple, void column (9) are faced in the door opening two sides
Between be welded and connected with section steel beam (11) by side embedded part (10).
2. high-altitude overhanging shape steel support according to claim 1, which is characterized in that there are five the support column (4) sets.
3. high-altitude overhanging shape steel support according to claim 2, which is characterized in that between each support column (4)
Horizontal distance is not more than 4.5m.
4. high-altitude overhanging shape steel support according to claim 1, which is characterized in that the outrigger (6) selects HN400*
The fashioned iron of 200*8*13.
5. high-altitude overhanging shape steel support according to claim 1, which is characterized in that the diagonal brace (5) uses HW250*
The channel steel of 250*9*14.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821057518.9U CN208533700U (en) | 2018-07-05 | 2018-07-05 | High-altitude overhanging shape steel support |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821057518.9U CN208533700U (en) | 2018-07-05 | 2018-07-05 | High-altitude overhanging shape steel support |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208533700U true CN208533700U (en) | 2019-02-22 |
Family
ID=65380858
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821057518.9U Active CN208533700U (en) | 2018-07-05 | 2018-07-05 | High-altitude overhanging shape steel support |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208533700U (en) |
-
2018
- 2018-07-05 CN CN201821057518.9U patent/CN208533700U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102418416B (en) | Long-slab-span steel beam cast-in-situ floor formwork system | |
| CN212534174U (en) | Raft foundation steel bar supporting tool | |
| CN206752676U (en) | Assembled architecture agent structure | |
| CN205775852U (en) | Acting force conversion support for top of steel structure supporting jig frame | |
| CN203684526U (en) | PBL stiffened rectangular steel tube concrete space truss | |
| CN201991226U (en) | Flange template support structure | |
| CN202000265U (en) | Concrete construction formwork for high pier of bridge | |
| CN212956151U (en) | Cast-in-place beam flange plate template system | |
| CN211257756U (en) | Progressive overhanging structure aiming at complex outer vertical surface modeling | |
| CN206448549U (en) | The beam slab double deck type bracing members frame of encorbelmenting of steadiness can be improved | |
| CN208533700U (en) | High-altitude overhanging shape steel support | |
| CN107587638A (en) | Steel bar truss floor support plate and combined type floor support plate | |
| CN209523198U (en) | A kind of underpinning structure supporting lattice column | |
| CN207392451U (en) | A kind of building armored concrete overhangs girder construction | |
| CN206477607U (en) | Basement roof returns back to top structure and its system | |
| CN102587649B (en) | Template profiled bar supporting system of high and large cantilever structure | |
| CN201794298U (en) | Mould erecting system of large-slab span steel beam cast-in-place floor slab | |
| CN208792806U (en) | A kind of floor of steel structure transformation node | |
| CN204716252U (en) | Gate type support frame | |
| CN208950124U (en) | A kind of large-span steel truss | |
| CN208293585U (en) | High strength fish belly sill support base | |
| CN206846097U (en) | A kind of Men Gangyu frameworks separately-loaded pipeline support structure | |
| CN113136997A (en) | Supporting device and supporting method for zigzag floor structure | |
| CN208950125U (en) | A kind of large-span steel truss floor system | |
| CN208870179U (en) | A kind of vertical supporting member of T font and connection structure for assembling type steel structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20200213 Address after: 101399 2 niuban Road, Niulanshan Town, Shunyi District, Beijing Patentee after: Beijing city construction North Group Co., Ltd. Address before: 100069 No. 4 Yard, Happy Road, South Station, Youanmen, Xicheng District, Beijing Co-patentee before: Cheng Yangyang Patentee before: Cheng Ningru |
|
| TR01 | Transfer of patent right |