CN204662931U - Roof decorations base plate retractility sliding support frame - Google Patents
Roof decorations base plate retractility sliding support frame Download PDFInfo
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- CN204662931U CN204662931U CN201520273529.0U CN201520273529U CN204662931U CN 204662931 U CN204662931 U CN 204662931U CN 201520273529 U CN201520273529 U CN 201520273529U CN 204662931 U CN204662931 U CN 204662931U
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Abstract
The utility model relates to a kind of roof decorations base plate retractility sliding support frame, and this bracing frame comprises bracing frame main body, vertical supporting, steadily slippage and safety and goes along with sb. to guard him part.The space truss that bracing frame main body is made up of four monolithic truss, the one side truss that web member forms is erected by pricncipal rafter, truss lower chord, truss diagonal web member, truss in the left and right sides; Connected by truss stay rod between two upper and lower chord members of truss.Truss upper and lower chord member in bracing frame joint both sides arranges end plate, and establishes braces.Bracing frame main body two ends are telescopic, and the truss diagonal web member of telescopic end arranges junction plate and is connected with the upper and lower chord member of truss.This bracing frame efficiently solve existing construction speed slowly, there is the problems such as potential safety hazard; Be applicable to the installation of different spans, differing heights roof decorations base plate, not only reduce the very big workload of on-the-spot bracing frame installing/dismounting, the reduction of erection time, thus reduce construction cost; Substantially increase the safety of construction, implementation result highly significant simultaneously.
Description
Technical field
The utility model relates to a kind of roof decorations backplanes support frame, particularly a kind of roof decorations base plate retractility sliding support frame.
Background technology
At present, in construction steel structure construction, occur that many steel work are high-rise, the construction of large span venue; Wherein, large-span industrial building usually within the scope of 24m-36m, roof decorations floor level within the scope of 19m-28m not etc.Therefore, there is the difficult problems such as construction speed is slow, construction quality is low, construction safety cannot ensure, become the key point of large-span industrial building roof decorations construction of bottom plates.
Roof decorations base plate is installed and is belonged to work high above the ground, in the construction operation of high-altitude, for ensureing the safety of the stable of construction operation platform and constructor, in roof decorations base plate installation process, has occurred the construction method setting up sliding scaffold construction operation platform; But this construction method complicated operation setting up sliding scaffold construction operation platform, and applicability is poor.When certain is across roof decorations construction of bottom plates, according to its span with highly set up sliding scaffold operation platform and construct, rear Demolition Construction platform of having constructed, is transported to next installation transregional, and because of span be highly not quite similar, scaffold and slide rail need erection construction again; In whole construction of hydropower process, sliding scaffold operation platform repeatedly can be taken as required and tear open, and on-the-spot scaffold is pacified and tears workload increase open, construction safety cannot ensure, causes roof decorations construction of bottom plates progress slow, and construction quality is difficult to control.
Therefore, those skilled in the art improve the deficiency existing for present situation further, provide that a kind of structure is simple, reasonable in design, performance safety reliable roof decorations base plate retractility sliding support frame, and the demand meeting engineering operation is very important.
Utility model content
The purpose of this utility model is the deficiency overcome in prior art, provides that a kind of structure is simple, reasonable in design, performance safety is reliable, strong adaptability, roof decorations base plate retractility sliding support frame easy and simple to handle.
The technical solution adopted in the utility model is for achieving the above object: a kind of roof decorations base plate retractility sliding support frame, it is characterized in that this bracing frame comprises bracing frame main body, vertical supporting, steadily slippage and safety and goes along with sb. to guard him part;
The space truss that support frame as described above agent structure is made up of four monolithic truss, the one side truss that web member forms is erected by pricncipal rafter, truss lower chord, truss diagonal web member, truss in the left and right sides; Connected by truss stay rod between two upper and lower chord members of truss, form space truss; Truss upper and lower chord member in bracing frame joint both sides arranges end plate, and establishes braces; Support frame as described above main body two ends are telescopic framework, and the truss diagonal web member of expansion bracket arranges junction plate and is connected with the upper and lower chord member of truss;
Described vertical supporting vibrational power flow is in the bracing frame main body left and right sides, and vertical supporting both sides are column pole, is connected between two column poles by column vertical web rod, column diagonal web member; Bottom establishes diagonal brace, supporting leg to reinforce; Described vertical supporting structure middle part is telescopic, and this position column pole arranges junction plate, and column vertical web rod, column diagonal web member two ends arrange plate;
Described steady Sliding Structures is arranged on the downside of the supporting leg in vertical supporting structure, stands in crane girder top flange by roller, channel-section steel sliding rail frame, and latch junction plate, roller bearing junction plate are connected with supporting leg, with fixed idler whell; Channel-section steel slide rail is fixed on crane girder top flange; Roller slides in channel-section steel slide rail; Hoist engine is fixed on the two ends of crane girder, and traction bracing frame slides; Fix with latch when bracing frame slides to workspace, draw two cable ropes to keep the stability of bracing frame;
Described safe space enclosing structure arranges security guardrail at the pricncipal rafter of bracing frame main body; On the upside of bracing frame main body, truss stay rod lays landing slab.
Support frame as described above agent structure comprises: pricncipal rafter, truss lower chord, truss diagonal web member, truss erect web member, truss stay rod, high-strength bolt, supporting plate, end plate, plate, junction plate, latch junction plate, roller bearing and latch; The telescopic extensions of support frame as described above main body two ends expansion bracket is respectively 1/6 of bracing frame principal length;
Described truss erects web member and is connected with the upper and lower chord member of truss; Truss diagonal web member is connected with the upper and lower chord member of truss; Truss stay rod two ends arrange plate and are connected with the upper and lower chord member of truss; The upper and lower chord member of bracing frame joint truss, by end plate connection, arranges braces simultaneously; The upper and lower chord member of truss of described expansion bracket, the docking of truss diagonal web member are square tube cover square tube latch and connect, arrange junction plate to connect when bracing frame is retractable to maximum, truss diagonal web member two ends arrange plate and are connected with roller bearing with the junction plate of the upper and lower chord member of truss and setting.
Described vertical supporting structure comprises: column pole, column vertical web rod, column diagonal web member, high-strength bolt, junction plate, plate, roller bearing, latch, diagonal brace and supporting leg;
Described column vertical web rod, column diagonal web member are connected with column pole; Diagonal brace is connected with column pole, supporting leg respectively; Column diagonal web member, column pole are connected with supporting leg; Described vertical supporting structure middle part is telescopic, the docking of this position column pole, column diagonal web member is square tube cover square tube latch and connects, arrange junction plate to connect when bracing frame is retractable to maximum, vertical web rod two ends arrange plate and are connected with the junction plate that column pole is arranged, and column diagonal web member two ends arrange plate and are connected with roller bearing with the junction plate that column pole is arranged.
Described steady Sliding Structures comprises: high-strength bolt, roller bearing, latch, roller, latch junction plate, channel-section steel slide rail, roller bearing junction plate, slide rail junction plate;
Described latch junction plate, roller bearing junction plate are connected with the supporting leg in vertical supporting structure; Utilize rail pressing device installing hole on crane girder that junction plate double fastener is set and fix channel-section steel slide rail; Fix with latch when bracing frame slides to workspace; Crane girder both sides hoist engine is fixed on crane girder top flange; Cable rope buckle is fixed on the column pole of vertical supporting.
Described safe space enclosing structure comprises: safety barrier, gemel connection plate, hinge and landing slab;
On the upside of support frame as described above main body, truss stay rod both sides arrange folding safety guardrail, and bracing frame pricncipal rafter, security guardrail arrange the gemel connection plate of Fixed hinge respectively; On the upside of bracing frame main body, truss stay rod lays landing slab.
The beneficial effects of the utility model are: the utility model efficiently solve existing construction can only adopt set up sliding scaffold as construction operation platform carry out installation progress slowly, there is the difficult problems such as potential safety hazard; Be applicable to the installation of different spans, differing heights roof decorations base plate, not only reduce on-the-spot bracing frame and pacify the very big workload of tearing open, the simultaneously effective guarantee safety of construction, but also can the construction period be shortened, thus greatly reduce construction cost.
In a word, the utility model structure is simple, reasonable in design, easy and simple to handle, and performance safety is reliable, greatly increases work efficiency, has the effect of highly significant.
Accompanying drawing explanation
Fig. 1 is the main TV structure schematic diagram of the utility model roof decorations base plate retractility sliding support frame;
Fig. 2 is the utility model roof decorations base plate retractility sliding support frame plan structure schematic diagram;
Fig. 3 is the utility model roof decorations base plate retractility sliding support frame side-looking structural representation;
Fig. 4 is the main TV structure schematic diagram of the utility model roof decorations base plate retractility sliding support frame left-half;
Fig. 5 is the utility model roof decorations base plate retractility sliding support frame left-half plan structure schematic diagram;
Fig. 6 is the utility model truss docking node structure schematic diagram;
Fig. 7 is the utility model truss flexible place node (expansion brackets of each 6 meters of scopes in bracing frame main body two ends) structural representation;
Fig. 8 is the utility model vertical column expanding place node (vertical supporting structure middle part) structural representation;
Fig. 9 is the utility model column and slide rail connecting joint structure schematic diagram;
Figure 10 is the utility model column and slide rail connecting joint structure elevation.
In figure: 1 pricncipal rafter, 2 truss lower chords, 3 truss diagonal web members, 4 truss erect web member, 5 column poles, 6 column vertical web rod, 7 column diagonal web members, 8 truss stay rods, 9 high-strength bolts, 10 supporting plates, 11 end plates, 12 junction plates, 13 plates, 14 roller bearings, 15 latches, 16 diagonal braces, 17 supporting legs, 18 rollers, 19 latch junction plates, 21 channel-section steel slide rails, 22 roller bearing junction plates, 23 slide rail junction plates.
Detailed description of the invention
Below in conjunction with accompanying drawing and preferred embodiment, to the detailed description of the invention, the structure that provide according to the utility model, details are as follows for feature:
As shown in Fig. 1-Figure 10, a kind of roof decorations base plate retractility sliding support frame, this bracing frame comprises bracing frame main body, vertical supporting, steadily slippage and safety and goes along with sb. to guard him part.
Support frame as described above agent structure comprises: pricncipal rafter 1, truss lower chord 2, truss diagonal web member 3, truss erect web member 4, truss stay rod 8, high-strength bolt 9, supporting plate 10, end plate 11, junction plate 12, plate 13, roller bearing 14 and latch 15.
Bracing frame agent structure presses the segmentation of " X+6+12+6+X " form, the space truss be made up of four monolithic truss, and the one side truss that web member 4 forms is erected by pricncipal rafter 1, truss lower chord 2, truss diagonal web member 3, truss in the left and right sides; Connected by truss stay rod 8 between two upper and lower chord members 1,2 of truss, form upper and lower faces truss; Truss upper and lower chord member 1,2 in bracing frame joint both sides arranges end plate 11, and establishes supporting plate 10 to reinforce; Truss diagonal web member 3 two ends of described expansion bracket arrange junction plate 12.
Support frame as described above main body two ends are arranged to telescopic, and its two ends telescopic extensions is respectively 1/6 of bracing frame principal length, and namely the scope at each 6 meters of bracing frame main body two ends is expansion bracket.
X in bracing frame body segment form " X+6+12+6+X " represents collapsing length, can set according to actual needs, and the span of X is 0-6 rice.In the segmentation of " X+6+12+6+X " thus, be made up of the expansion bracket of 24 meters of (6+12+6 rice) fixed mounts and each 6 meters of two ends (X value 0-6 rice), span scope is 24 meters-36 meters.
Described truss erects web member 4 and welds with the upper and lower chord member 1,2 of truss; Truss diagonal web member 3 welds with the upper and lower chord member 1,2 of truss; Truss stay rod 8 two ends arrange plate 13 and (except expansion bracket place) truss upper and lower chord member 1,2 bolt; The upper and lower chord member 1,2 of bracing frame joint truss, by end plate 11 bolt, establishes supporting plate 10 to reinforce simultaneously; The upper and lower chord member of the truss of described expansion bracket 1,2, the docking of truss diagonal web member 3 is square tube cover square tube latch 15 and connects, and arranges junction plate 12 bolt when bracing frame is retractable to maximum; Truss diagonal web member 3 two ends arrange plate 13 and the upper and lower chord member 1,2 of truss and the junction plate 12 that arranges is connected with roller bearing 14.
The setting of support frame as described above main body two ends expansion bracket: when meeting load requirement, bracing frame main body, by the form segmentation of " X+6+12+6+X ", adopts end plate 11 overall height strength bolt 9 to connect, and is applicable to any span of 24-36 rice; Be convenient to dismounting transport like this, additionally reduce on-the-spot hard work amount.
Described vertical supporting structure comprises: column pole 5, column vertical web rod 6, column diagonal web member 7, high-strength bolt 9, junction plate 12, plate 13, roller bearing 14, latch 15, diagonal brace 16 and supporting leg 17.
Described vertical supporting is arranged on the bracing frame main body left and right sides, and vertical supporting both sides are connected by column vertical web rod 6, column diagonal web member 7 between column pole 5, two column poles 5; Bottom diagonal brace 16, supporting leg 17 are reinforced; Described vertical supporting structure middle part is set to telescopic, and this position column pole 5 arranges junction plate 12, and column vertical web rod 6, column diagonal web member 7 two ends arrange plate 13.
Wherein, column vertical web rod, column diagonal web member (stretching except place in vertical supporting structure middle part) weld with column pole 5; Diagonal brace 16 welds with column pole 5, supporting leg 17 respectively; Column diagonal web member 7, column pole 5 weld with supporting leg 17; Described vertical supporting structure middle part is set to telescopic, and the docking of this position column pole 5, column diagonal web member 7 is square tube cover square tube latch 15 and connects, and arranges junction plate 12 bolt when bracing frame is retractable to maximum; Vertical supporting column vertical web rod 6 two ends, place of stretching arrange junction plate 12 bolt that plate 13 arranges with column pole 5, and column diagonal web member 7 two ends arrange plate 13 and are connected with roller bearing 14 with the junction plate 12 that column pole 5 is arranged.
Described vertical supporting structure middle part is arranged: when meeting load requirement, vertical supporting structure middle part is arranged to telescopic, is applicable to absolute altitudes different between crane girder from roof girder.
Vertical supporting is formed primarily of column and diagonal brace; Sub-truss two ends are by two limb square tube lattice upright supports, telescopic extensions 3.16 meters-6.04 meters.Within the scope of column 0-1.525 rice, square tube diagonal brace is set, keeps upright post vertical to stability.
Because bracing frame main body two ends expansion bracket and vertical supporting are all arranged to telescopic, according to the actual span of project and highly can adjust during construction.
Described steady Sliding Structures comprises: high-strength bolt 9, roller bearing 14, latch 15, roller 18, latch junction plate 19, channel-section steel slide rail 21, roller bearing junction plate 22, slide rail junction plate 23.
Described steady Sliding Structures is arranged on the downside of the supporting leg 17 in vertical supporting structure, and stand in crane girder top flange by roller 18, channel-section steel slide rail 21 frame, latch junction plate 19, roller bearing junction plate 22 are connected on supporting leg 17, in order to fixed idler whell 18; Channel-section steel slide rail 21 is fixed on crane girder top flange; Roller 18 slides in channel-section steel slide rail 21; Hoist engine is fixed on the two ends of crane girder, and traction bracing frame slides; Fix with latch 15 when bracing frame slides to workspace, draw two cable ropes to keep bracing frame both sides vertical supporting structure to fix, form scissor-shaped to keep the stability of bracing frame.
Wherein, latch junction plate 19, roller bearing junction plate 22 weld with the supporting leg 17 in vertical supporting structure; Utilize rail pressing device installing hole on crane girder that junction plate double fastener is set and fix channel-section steel slide rail 21, slide rail junction plate 23 and crane girder top flange bolt; Fix with latch 15 when bracing frame slides to workspace; Crane girder both sides hoist engine is connected on crane girder top flange; Cable rope buckle is fixed on the column pole 5 of vertical supporting.
Described slide rail junction plate 23 adopts high-strength bolt 9 to be fixedly connected on crane girder top flange, and for fixing channel-section steel slide rail 21.
Steady Sliding Structures is made up of slide rail, hoist engine, cable rope; Channel-section steel slide rail latch is fixed on crane girder; Factory building length direction two ends respectively arrange a hoist engine, as pulling equipment movable supporting frame; Bracing frame slides onto work zone high-strength bolt and fixes, and draws cable rope, keeps bracing frame stability.
In work progress, construct in a certain operating point, hoist engine traction bracing frame forward slip on channel-section steel slide rail closes hoist engine to during next assigned work point, use latch fixed idler whell subsequently, keep the stability of bracing frame, platform and integrally adopts hoist engine parallel slip, is undertaken being connected ensureing platform safety at platform using state and track by bearing pin.
Described safe space enclosing structure comprises: safety barrier, gemel connection plate, hinge and landing slab.
On the upside of support frame as described above main body, 1.00 meters of folding safety guardrails are established in truss stay rod both sides, and bracing frame upper chord, security guardrail arrange gemel connection plate respectively, fix for hinge; On the upside of bracing frame main body, truss stay rod lays landing slab.
Wherein, bracing frame upper chord, security guardrail weld gemel connection plate; Safety barrier and bracing frame main body gemel connection; On the upside of bracing frame main body, truss stay rod lays landing slab, landing slab is connected with bracing frame main body screw.
During construction, security guardrail to be fixedly kept upright state by hinge; During bracing frame slippage, for avoiding upright security guardrail and roof purline to collide, then make security guardrail place close and close state, and ensure the construction safety of operating personnel.
Roof decorations base plate retractility sliding support frame work progress: i.e. support frame structure design, comprises structure types load capacity calculation, the primary election of bar cross section specification; Carry out force analysis to support frame structure, comprise the analysis of several aspects such as displacement, stress, amount of deflection, stability, meeting force request then hands over workshop carry out processing setting-out and make; It is assembled in advance that members carries out factory; Rod member, pre-splicing good assembly and moulding bed are transported to scene, by moulding bed installation in position; The on-the-spot integral assembling of bracing frame, left and right sides truss is transported to scene well factory is assembled, and upper and lower both sides rod member is loose spells, and the main body truss place's latch that stretches is temporary fixed, adjusts during construction; Sliding system installation in position; Truss hoisted in position is also fixed with cable rope; Roof panel is installed, and comprises with across construction with across to call; Remove bracing frame operating platform and sliding system.
Characteristic of the present utility model and operating principle:
(1) component installaiton fragmented transport
Whole bracing frame is four sides space truss, when guaranteeing that segmentation is reasonable, on-site consolidation is easy, by assembled good in factory for left and right sides truss (1.52 meters-2.551 meters), upper and lower two panels sizing truss (1.5 meters wide) carries out assembled at the scene of being transported to, doing so avoids the extensive works such as on-site consolidation measurement and positioning.
(2) bracing frame on-site consolidation dismounting safe and convenient
When meeting load requirement, upper and lower truss stay rod two ends are arranged plate and truss top-bottom chord bolt when carrying out on-site consolidation by bracing frame, so not only simple to operate, convenient, additionally reduce site work amount.
(3) connected mode of bracing frame two ends expansion bracket
When meeting load requirement, the length that bracing frame two ends are each 6 meters is arranged to telescopic, telescopic extensions 3 meters-6 meters.Length according to expansion bracket is different, has two kinds of stretch modes: square tube cover square tube latch connects and arranges junction plate bolt.(vertical column expanding scope 3.16 meters-6.04 meters, stretch mode is the same)
(4) expansion bracket stretches on the impact of truss diagonal web member
When meeting load requirement, truss collapsing length can cause the change of diagonal web member length and angle, therefore should arrange junction plate at diagonal web member with top-bottom chord connected node place and be connected with action roller.
(5) impact of the flexible column diagonal web member of vertical supporting
When meeting load requirement, the flexible meeting of vertical supporting middle part causes the change of column diagonal web member length and angle, therefore should arrange junction plate at diagonal web member with column pole connected node place and be connected with action roller.
(6) sliding support frame control mode in work progress
In work progress, constructed in a certain operating point, and hoist engine traction bracing frame forward slip on channel-section steel slide rail closes hoist engine to during next assigned work point, uses latch fixed idler whell subsequently, keeps the stability of bracing frame.
(7) state of security guardrail in work progress
Bracing frame is when assigned work point is constructed, and security guardrail to be fixedly kept upright state by hinge.In bracing frame slipping, for avoiding upright security guardrail and roof purline to collide, then hinge of dismantling makes security guardrail place close and closes state.
The utility model provides new construction, the new method that large-scale span factory building roof decorative bottom plate is installed, and efficiently solves factory building different spans, differing heights roof decorations base plate installation question.Along with factory building span or change highly, only the length of bracing frame two ends expansion bracket and the height of vertical supporting need be changed; Namely, in large-span industrial building roof decorations base plate installation process, employing is set up retractility sliding support frame and is installed as the method for construction operation platform.
This bracing frame operating platform construction technique principle: namely bracing frame main body two ends expansion bracket and vertical supporting middle part are all arranged to telescopic, according to the actual span of project and highly can adjust during construction.
Bracing frame main body is by the form segmentation of " X+6+12+6+X ", and be four sides space truss, bracing frame is made up of the expansion bracket at 24 meters of fixed mounts and each 6 meters of two ends, and telescopic sliding support frame span scope is 24 meters-36 meters.Can adjust according to actual span size; Vertical supporting middle part is all arranged to telescopic, can adjust according to reality height; Vertical supporting bottom is connected on the slide rail of crane girder; 1.00 meters of folding safety guardrails are established on the upside of bracing frame main body; The two ends of crane girder length direction respectively arrange a hoist engine, as pulling equipment movable supporting frame.Bracing frame main body upper berth landing slab; Base oneself upon on landing slab for operating personnel and construct.
Above-mentioned detailed description of carrying out this roof decorations base plate retractility sliding support frame with reference to embodiment, is illustrative instead of determinate, can sets different physical dimensions and parameter etc. as required; Therefore in the change do not departed under the utility model general plotting and amendment, should belong within protection domain of the present utility model.
Claims (5)
1. a roof decorations base plate retractility sliding support frame, is characterized in that this bracing frame comprises bracing frame main body, vertical supporting, steadily slippage and safety and goes along with sb. to guard him part;
The space truss that support frame as described above agent structure is made up of four monolithic truss, the one side truss that web member forms is erected by pricncipal rafter, truss lower chord, truss diagonal web member, truss in the left and right sides; Connected by truss stay rod between two upper and lower chord members of truss, form space truss; Truss upper and lower chord member in bracing frame joint both sides arranges end plate, and establishes braces; Support frame as described above main body two ends are telescopic framework, and the truss diagonal web member of expansion bracket arranges junction plate and is connected with the upper and lower chord member of truss;
Described vertical supporting vibrational power flow is in the bracing frame main body left and right sides, and vertical supporting both sides are column pole, is connected between two column poles by column vertical web rod, column diagonal web member; Bottom establishes diagonal brace, supporting leg to reinforce; Described vertical supporting structure middle part is telescopic, and this position column pole arranges junction plate, and column vertical web rod, column diagonal web member two ends arrange plate;
Described steady Sliding Structures is arranged on the downside of the supporting leg in vertical supporting structure, stands in crane girder top flange by roller, channel-section steel sliding rail frame, and latch junction plate, roller bearing junction plate are connected with supporting leg, with fixed idler whell; Channel-section steel slide rail is fixed on crane girder top flange; Roller slides in channel-section steel slide rail; Hoist engine is fixed on the two ends of crane girder, and traction bracing frame slides; Fix with latch when bracing frame slides to workspace, draw two cable ropes to keep the stability of bracing frame;
Described safe space enclosing structure arranges security guardrail at the pricncipal rafter of bracing frame main body; On the upside of bracing frame main body, truss stay rod lays landing slab.
2. roof decorations base plate retractility sliding support frame according to claim 1, it is characterized in that support frame as described above agent structure comprises: pricncipal rafter, truss lower chord, truss diagonal web member, truss erect web member, truss stay rod, high-strength bolt, supporting plate, end plate, plate, junction plate, latch junction plate, roller bearing and latch; The telescopic extensions of support frame as described above main body two ends expansion bracket is respectively 1/6 of bracing frame principal length;
Described truss erects web member and is connected with the upper and lower chord member of truss; Truss diagonal web member is connected with the upper and lower chord member of truss; Truss stay rod two ends arrange plate and are connected with the upper and lower chord member of truss; The upper and lower chord member of bracing frame joint truss, by end plate connection, arranges braces simultaneously; The upper and lower chord member of truss of described expansion bracket, the docking of truss diagonal web member are square tube cover square tube latch and connect, arrange junction plate to connect when bracing frame is retractable to maximum, truss diagonal web member two ends arrange plate and are connected with roller bearing with the junction plate of the upper and lower chord member of truss and setting.
3. roof decorations base plate retractility sliding support frame according to claim 1, is characterized in that described vertical supporting structure comprises: column pole, column vertical web rod, column diagonal web member, high-strength bolt, junction plate, plate, roller bearing, latch, diagonal brace and supporting leg;
Described column vertical web rod, column diagonal web member are connected with column pole; Diagonal brace is connected with column pole, supporting leg respectively; Column diagonal web member, column pole are connected with supporting leg; Described vertical supporting structure middle part is telescopic, the docking of this position column pole, column diagonal web member is square tube cover square tube latch and connects, arrange junction plate to connect when bracing frame is retractable to maximum, vertical web rod two ends arrange plate and are connected with the junction plate that column pole is arranged, and column diagonal web member two ends arrange plate and are connected with roller bearing with the junction plate that column pole is arranged.
4. roof decorations base plate retractility sliding support frame according to claim 1, is characterized in that described steady Sliding Structures comprises: high-strength bolt, roller bearing, latch, roller, latch junction plate, channel-section steel slide rail, roller bearing junction plate, slide rail junction plate;
Described latch junction plate, roller bearing junction plate are connected with the supporting leg in vertical supporting structure; Utilize rail pressing device installing hole on crane girder that junction plate double fastener is set and fix channel-section steel slide rail; Fix with latch when bracing frame slides to workspace; Crane girder both sides hoist engine is fixed on crane girder top flange; Cable rope buckle is fixed on the column pole of vertical supporting.
5. roof decorations base plate retractility sliding support frame according to claim 1, is characterized in that described safe space enclosing structure comprises: safety barrier, gemel connection plate, hinge and landing slab;
On the upside of support frame as described above main body, truss stay rod both sides arrange folding safety guardrail, and bracing frame pricncipal rafter, security guardrail arrange the gemel connection plate of Fixed hinge respectively; On the upside of bracing frame main body, truss stay rod lays landing slab.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520273529.0U CN204662931U (en) | 2015-04-30 | 2015-04-30 | Roof decorations base plate retractility sliding support frame |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520273529.0U CN204662931U (en) | 2015-04-30 | 2015-04-30 | Roof decorations base plate retractility sliding support frame |
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| CN204662931U true CN204662931U (en) | 2015-09-23 |
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| CN201520273529.0U Withdrawn - After Issue CN204662931U (en) | 2015-04-30 | 2015-04-30 | Roof decorations base plate retractility sliding support frame |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN104790644A (en) * | 2015-04-30 | 2015-07-22 | 天津二建建筑工程有限公司 | Extending and contracting sliding support frame for roof decorative bottom boards |
| CN108517766A (en) * | 2018-06-13 | 2018-09-11 | 山东高速泰东公路有限公司 | A kind of combinable folding steel truss and production method |
| CN109930806A (en) * | 2019-04-02 | 2019-06-25 | 中交一公局集团有限公司 | A special mobile platform integrating high-altitude fall protection and construction operations |
| CN114319886A (en) * | 2021-11-18 | 2022-04-12 | 河南中智成城建筑科学研究院有限公司 | Truss burst equipment bed-jig device |
-
2015
- 2015-04-30 CN CN201520273529.0U patent/CN204662931U/en not_active Withdrawn - After Issue
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104790644A (en) * | 2015-04-30 | 2015-07-22 | 天津二建建筑工程有限公司 | Extending and contracting sliding support frame for roof decorative bottom boards |
| CN104790644B (en) * | 2015-04-30 | 2017-04-12 | 天津二建建筑工程有限公司 | Extending and contracting sliding support frame for roof decorative bottom boards |
| CN108517766A (en) * | 2018-06-13 | 2018-09-11 | 山东高速泰东公路有限公司 | A kind of combinable folding steel truss and production method |
| CN108517766B (en) * | 2018-06-13 | 2023-10-27 | 山东高速泰东公路有限公司 | Spliced folding steel truss and manufacturing method thereof |
| CN109930806A (en) * | 2019-04-02 | 2019-06-25 | 中交一公局集团有限公司 | A special mobile platform integrating high-altitude fall protection and construction operations |
| CN114319886A (en) * | 2021-11-18 | 2022-04-12 | 河南中智成城建筑科学研究院有限公司 | Truss burst equipment bed-jig device |
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