CN107246532A - A kind of para-seismic support on roofing - Google Patents
A kind of para-seismic support on roofing Download PDFInfo
- Publication number
- CN107246532A CN107246532A CN201710401350.2A CN201710401350A CN107246532A CN 107246532 A CN107246532 A CN 107246532A CN 201710401350 A CN201710401350 A CN 201710401350A CN 107246532 A CN107246532 A CN 107246532A
- Authority
- CN
- China
- Prior art keywords
- roofing
- vertical rod
- para
- side plate
- support seat
- 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.)
- Pending
Links
- 230000002787 reinforcement Effects 0.000 claims description 10
- 238000003780 insertion Methods 0.000 claims description 7
- 230000037431 insertion Effects 0.000 claims description 7
- 229910000831 Steel Inorganic materials 0.000 claims description 3
- 239000010959 steel Substances 0.000 claims description 3
- 230000001105 regulatory effect Effects 0.000 claims 1
- 230000006378 damage Effects 0.000 abstract description 5
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Classifications
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16M—FRAMES, CASINGS OR BEDS OF ENGINES, MACHINES OR APPARATUS, NOT SPECIFIC TO ENGINES, MACHINES OR APPARATUS PROVIDED FOR ELSEWHERE; STANDS; SUPPORTS
- F16M3/00—Portable or wheeled frames or beds, e.g. for emergency power-supply aggregates, compressor sets
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D13/00—Special arrangements or devices in connection with roof coverings; Protection against birds; Roof drainage ; Sky-lights
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention discloses a kind of para-seismic support on roofing, it includes roof support seat, vertical rod and angle regulator, angle regulator is on roof support seat, one end of vertical rod is rotatedly connected by angle regulator with roof support seat, the other end of vertical rod extends towards the direction away from roof support seat, vertical rod is used for the fixed bed of fixed -piping or crane span structure provided with least two layers, and fixed bed is connected by the first diagonal brace and the second diagonal brace with vertical rod respectively.The present invention compared with prior art, the original waterproof layer of extensive damage roofing is not needed not only, and can also be installed on the Sloping roof of a gradient.
Description
Technical field
The present invention relates to para-seismic support field, and in particular to a kind of para-seismic support on roofing.
Background technology
Para-seismic support is the building component for fixing various pipelines or crane span structure, and it is used in interior architecture, but special
In the case of, it is necessary to the para-seismic support used on roofing on fixed -piping or crane span structure, existing roofing mostly be to be installed additional on roofing
Support, is then welded in fixing device by fixing device, and this mounting means needs the original waterproof of extensive damage roofing
Layer, and this mounting means is difficult to be installed on the Sloping roof of a gradient, therefore, it is necessary to propose a kind of new technical scheme
To solve these problems.
The content of the invention
In order to solve to need destruction roofing original waterproof layer when prior art is installed and be difficult to be installed to a gradient
Sloping roof on the problem of, the present invention proposes a kind of para-seismic support on roofing.
To achieve these goals, the technical proposal of the invention is realized in this way：A kind of antidetonation branch on roofing
Frame, including roof support seat, vertical rod and angle regulator, the angle regulator are located on roof support seat,
One end of the vertical rod is rotatedly connected by angle regulator and the roof support seat, and the other end of the vertical rod is towards remote
The direction extension of the roof support seat, the vertical rod is used for the fixed bed of fixed -piping or crane span structure, institute provided with least two layers
Fixed bed is stated respectively by the first diagonal brace and the second diagonal brace with vertical rod to be connected.
It is preferred that, it is provided with the roof support seat on bolt device, the roof support seat and offers through hole, it is described
Bolt device includes latch and insertion passage, and the latch is along the insertion passage through the through hole and inserts in roofing.
It is preferred that, the angle regulator includes slot, slide plate and slideway unit, and the slot is fixed at described
On the upper surface of slide plate, the slide plate slides are on the slideway unit, and the cross section profile of the slide plate is curved.
It is preferred that, the slideway unit includes slideway and the first side plate and the second side plate that be arranged in parallel, the slideway
It is respectively arranged on the top of first side plate and the second side plate.
It is preferred that, the slideway unit is also included located at the supporting plate between first side plate and the second side plate, described
On the lower surface that the slide plate is resisted against at the top of supporting plate.
It is preferred that, it is provided with some first reinforcements between the slide plate and slot, roof support seat is respectively with first
Some second reinforcements are provided between side plate and the second side plate.
It is preferred that, first diagonal brace is set along the vertical rod into axial symmetry, and first diagonal brace is one side channel-section steel, described
Second diagonal brace is set along the vertical rod into axial symmetry, and second diagonal brace is screw rod.
Compared with prior art, present invention tool has the advantage that：
In para-seismic support proposed by the present invention on roofing, including roof support seat, vertical rod and angular adjustment dress
Put, angle regulator is on roof support seat, and one end of vertical rod rotates phase by angle regulator with roof support seat
Even, the other end of vertical rod is towards the direction extension away from roof support seat, and vertical rod is used for fixed -piping or bridge provided with least two layers
The fixed bed of frame, fixed bed is connected by the first diagonal brace and the second diagonal brace with vertical rod respectively.So should by roof support seat
Para-seismic support is installed on roofing, it is to avoid destruction roof waterproof layer, and para-seismic support is arranged on Sloping roof, passes through adjustment angle
Adjusting means is spent, fixed bed horizontality can be adjusted to, this addresses the problem be difficult the Sloping roof that is installed to a gradient
Upper the problem of.The present invention compared with prior art, the original waterproof layer of extensive damage roofing is not needed not only, and can also be installed to
On the Sloping roof for having a gradient.
Brief description of the drawings
In order to illustrate more clearly about the embodiment of the present invention or technical scheme of the prior art, below will be to embodiment or existing
There is the accompanying drawing used required in technology description to be briefly described, it should be apparent that, drawings in the following description are only this
Some embodiments of invention, for those of ordinary skill in the art, on the premise of not paying creative work, can be with
Other accompanying drawings are obtained according to these accompanying drawings.
Fig. 1 is structural representation of the invention；
Fig. 2 is the partial enlarged drawing of part A in Fig. 1.
In figure：1- roof supports seat, 2- vertical rods, 3- angle regulators, 4- fixed beds, the diagonal braces of 5- first, 6- second is oblique
Support, the reinforcements of 7- first, the reinforcements of 8- second, 9- balancing weights, 10- angles support member, 11- bolt devices, 31- slots, 32- is slided
Plate, 33- slideway units, 111- latches, 112- insertion passages, 331- slideways, the side plates of 332- first, the side plates of 333- second, 334-
Supporting plate.
Embodiment
Below in conjunction with the accompanying drawing in the embodiment of the present invention, the technical scheme in the embodiment of the present invention is carried out clear, complete
Site preparation is described, it is clear that described embodiment is only a part of embodiment of the invention, rather than whole embodiments.It is based on
Embodiment in the present invention, it is every other that those of ordinary skill in the art are obtained under the premise of creative work is not paid
Embodiment, belongs to the scope of protection of the invention.
As shown in figure 1, a kind of para-seismic support on roofing proposed by the present invention, including roof support seat 1, vertical rod 2
And angle regulator 3, angle regulator 3 is on roof support seat 1, and one end of vertical rod 2 passes through angle regulator 3
It is rotatedly connected with roof support seat 1, the other end of vertical rod 2 is towards the direction extension away from roof support seat 1, and vertical rod 2 is provided with extremely
Lacking two layers is used for the fixed bed 4 of fixed -piping or crane span structure, and fixed bed 4 passes through the first diagonal brace 5 and the second diagonal brace 6 and vertical rod 2 respectively
It is connected, fixed bed is additionally provided with the angle support member 10 of some triangles with the joint of vertical rod 2.Angle support member 10 can strengthen fixed bed
With the structural strength of the joint of vertical rod 2, it is ensured that the service life of para-seismic support.
As depicted in figs. 1 and 2, it is provided with roof support seat 1 on bolt device 11, roof support seat 1 and offers through hole,
Bolt device 11 includes latch 111 and insertion passage 112, and latch 111 is along insertion passage 112 is through through hole and inserts in roofing.
Four pieces of balancing weights 9 are additionally provided with roof support seat 1, and the center of four pieces of balancing weights 9 of connection constitutes a square structure.Match somebody with somebody
Pouring weight 9 can increase the weight of whole para-seismic support, strengthen the stability of whole para-seismic support.
As depicted in figs. 1 and 2, angle regulator 3 includes slot 31, slide plate 32 and slideway unit 33, and slot 31 is consolidated
Surely it is located on the upper surface of slide plate 32, slide plate 32 is slided on slideway unit 33, and the cross section profile of slide plate 32 is curved.Slideway
Unit 33 includes slideway 331 and the first side plate 332 and the second side plate 333 that be arranged in parallel, and slideway 331 is respectively arranged on the first side
The top of the side plate 333 of plate 332 and second.The cross section profile of slideway 331 and slide plate 32 is same or similar, curved, so sliding
Plate 32 drives the arcuate movement of doing of vertical rod 2 and fixed bed 4 along slideway 331, completes angular adjustment.In the Sloping roof for having a gradient,
By adjusting angle regulator 3, fixed bed 4 can be adjusted to horizontality, pipeline or crane span structure are just arranged on fixed bed 4
On.
As depicted in figs. 1 and 2, slideway unit 33 is also included located at the support between the first side plate 332 and the second side plate 333
Plate 334, the top of supporting plate 334 is resisted against on the lower surface of slide plate 32.Supporting plate 334 can mitigate the weight that slide plate 32 is subject to
Power, it is to avoid slide plate 32 is damaged.
As depicted in figs. 1 and 2, some first reinforcements 7 are provided between slide plate 32 and slot 31, roof support seat 1 is distinguished
Some second reinforcements 8 are provided between the first side plate 332 and the second side plate 333.First reinforcement 7 and the second reinforcement 8 are equal
The structural strength between roof support seat 1 and angle regulator 3 can be strengthened.
As shown in figure 1, the first diagonal brace 5 is set along vertical rod 2 into axial symmetry, the first diagonal brace 5 is one side channel-section steel, the second diagonal brace 6
Set along vertical rod 2 into axial symmetry, the second diagonal brace 6 is screw rod.First diagonal brace 5 and the second diagonal brace 6 can not only strengthen the para-seismic support
Structural strength, moreover it is possible to strengthen its stability.
These are only presently preferred embodiments of the present invention, be not intended to limit the invention, it is all the present invention spirit and
Within principle, any modification, equivalent substitution and improvements made etc. should be included in the scope of the protection.
Claims (7)
1. a kind of para-seismic support on roofing, it is characterised in that adjusted including roof support seat (1), vertical rod (2) and angle
Regulating device (3), the angle regulator (3) is on roof support seat (1), and one end of the vertical rod (2) passes through angle
Degree adjusting means (3) is rotatedly connected with roof support seat (1), and the other end of the vertical rod (2) is towards away from the roofing branch
The direction extension of seat (1) is supportted, the vertical rod (2) is used for the fixed bed (4) of fixed -piping or crane span structure provided with least two layers, described
Fixed bed (4) is connected by the first diagonal brace (5) and the second diagonal brace (6) with vertical rod (2) respectively.
2. the para-seismic support according to claim 1 on roofing, it is characterised in that：On the roof support seat (1)
It is provided with bolt device (11), the roof support seat (1) and offers through hole, the bolt device (11) includes latch
(111) and insertion passage (112), the latch (111) is along the insertion passage (112) through the through hole and inserts roofing
It is interior.
3. the para-seismic support according to claim 1 on roofing, it is characterised in that：The angle regulator (3)
Including slot (31), slide plate (32) and slideway unit (33), the slot (31) is fixed at the upper end of the slide plate (32)
On face, the slide plate (32) is slided on the slideway unit (33), and the cross section profile of the slide plate (32) is curved.
4. the para-seismic support according to claim 3 on roofing, it is characterised in that：The slideway unit (33) includes
Slideway (331) and the first side plate (332) and the second side plate (333) be arrangeding in parallel, the slideway (331) are respectively arranged on described
The top of first side plate (332) and the second side plate (333).
5. the para-seismic support according to claim 4 on roofing, it is characterised in that：The slideway unit (33) is also wrapped
Include located at the supporting plate (334) between first side plate (332) and the second side plate (333), the top of the supporting plate (334)
On the lower surface for being resisted against the slide plate (32).
6. the para-seismic support being used on roofing according to claim 3-5 any one, it is characterised in that：The slide plate
(32) be provided with some first reinforcements (7) between slot (31), roof support seat (1) respectively with first side plate
(332) some second reinforcements (8) are provided between the second side plate (333).
7. the para-seismic support being used on roofing according to claim 1-5 any one, it is characterised in that：Described first is oblique
Support (5) to set along the vertical rod (2) into axial symmetry, first diagonal brace (5) is one side channel-section steel, and second diagonal brace (6) is along institute
State vertical rod (2) to set into axial symmetry, second diagonal brace (6) is screw rod.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710401350.2A CN107246532A (en) | 2017-05-31 | 2017-05-31 | A kind of para-seismic support on roofing |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710401350.2A CN107246532A (en) | 2017-05-31 | 2017-05-31 | A kind of para-seismic support on roofing |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107246532A true CN107246532A (en) | 2017-10-13 |
Family
ID=60017964
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710401350.2A Pending CN107246532A (en) | 2017-05-31 | 2017-05-31 | A kind of para-seismic support on roofing |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107246532A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110469061A (en) * | 2019-08-28 | 2019-11-19 | 成都建工第七建筑工程有限公司 | A kind of overlapping method of plate installation suitable for Sloping roof |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH09112631A (en) * | 1995-10-18 | 1997-05-02 | Sanwa Tekki Corp | Magnetic damper of leaf spring vibration type |
| CN102341553A (en) * | 2009-03-09 | 2012-02-01 | 杰·凡瓦尔拉芬控股公司 | Roof support system |
| CN202349397U (en) * | 2011-10-20 | 2012-07-25 | 伊川县电业局 | Closed circuit line or telephone line same way installation structure of triangular support for power supply lines |
| CN203491629U (en) * | 2013-08-28 | 2014-03-19 | 中国十七冶集团有限公司 | Ring buckle cable fixing support |
| CN204459477U (en) * | 2014-12-02 | 2015-07-08 | 中国核工业二四建设有限公司 | A kind of pre-buried pipeline fixing bracket |
| CN205013862U (en) * | 2015-09-29 | 2016-02-03 | 江苏楚鼎建设工程有限公司 | Roofing piping erection support |
| CN105864513A (en) * | 2016-06-21 | 2016-08-17 | 国家电网公司 | Combined adjustable cable support |
-
2017
- 2017-05-31 CN CN201710401350.2A patent/CN107246532A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH09112631A (en) * | 1995-10-18 | 1997-05-02 | Sanwa Tekki Corp | Magnetic damper of leaf spring vibration type |
| CN102341553A (en) * | 2009-03-09 | 2012-02-01 | 杰·凡瓦尔拉芬控股公司 | Roof support system |
| CN202349397U (en) * | 2011-10-20 | 2012-07-25 | 伊川县电业局 | Closed circuit line or telephone line same way installation structure of triangular support for power supply lines |
| CN203491629U (en) * | 2013-08-28 | 2014-03-19 | 中国十七冶集团有限公司 | Ring buckle cable fixing support |
| CN204459477U (en) * | 2014-12-02 | 2015-07-08 | 中国核工业二四建设有限公司 | A kind of pre-buried pipeline fixing bracket |
| CN205013862U (en) * | 2015-09-29 | 2016-02-03 | 江苏楚鼎建设工程有限公司 | Roofing piping erection support |
| CN105864513A (en) * | 2016-06-21 | 2016-08-17 | 国家电网公司 | Combined adjustable cable support |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110469061A (en) * | 2019-08-28 | 2019-11-19 | 成都建工第七建筑工程有限公司 | A kind of overlapping method of plate installation suitable for Sloping roof |
| CN110469061B (en) * | 2019-08-28 | 2020-12-08 | 成都建工第七建筑工程有限公司 | Laminated slab mounting method suitable for inclined roof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105604185B (en) | A kind of earthquake-resistant structure support connection structure and attaching method thereof | |
| CN107060075A (en) | A kind of supporting construction connected for fabricated construction beam slab and installation method | |
| CN103982045A (en) | Installation construction method of roof lattice shell structure without supports and cantilevers | |
| Morgenthal et al. | Engineering the tower and main span construction of stonecutters bridge | |
| CN101446075B (en) | Synchronous vertical swing lift construction method for double inclination arc tower | |
| CN107447682A (en) | A kind of bridge rotation construction structure and implementation | |
| CN105648923B (en) | Stay cable saddle positioning method | |
| CN106120564A (en) | Bidirectional unloading type height-adjusting drop frame and continuous beam temporary supporting method | |
| CN208379596U (en) | Foundation pit supporting construction | |
| CN107246532A (en) | A kind of para-seismic support on roofing | |
| CN214786228U (en) | Beam column reinforcing construction device | |
| CN106869379A (en) | A kind of assembling type steel structure Side fascia subiculum upper hanging type attachment structure | |
| CN206530078U (en) | A kind of support meanss | |
| CN109339436A (en) | Abnormity concrete hole body assembled template support device | |
| CN107419908A (en) | A kind of docking assembling support of reticulated shell unit and docking assembling method | |
| CN208649894U (en) | A kind of steel anchor beam and steel corbel unit spelling moulding bed | |
| CN208749125U (en) | Assembled architecture edge protection mechanism | |
| CN106677557B (en) | A kind of support protection structure and construction technology rising top replacement large-scale air spring | |
| CN208044135U (en) | A kind of distribution cross-connecting box mounting bracket | |
| CN106869319A (en) | Large span steel truss installation method | |
| CN103938556B (en) | Concrete T-shaped cross section beam bridge Space Double K word supports horizontal intensifier | |
| CN105003081A (en) | Installing and positioning method of bidirectional skew grid of triangular section flexural-torsional members | |
| CN104264781A (en) | Latticed cylindrical surface steel structure latticed shell and construction method thereof | |
| CN106245531B (en) | Steel structural bridge installation method is hung under bilateral derrick type | |
| CN106320186B (en) | A kind of skewback embedded anchor bar positioning system and construction method |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20171013 |