CN207677356U - Reinforced steel pipe suspension cable scaffolding - Google Patents
Reinforced steel pipe suspension cable scaffolding Download PDFInfo
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- CN207677356U CN207677356U CN201721125831.7U CN201721125831U CN207677356U CN 207677356 U CN207677356 U CN 207677356U CN 201721125831 U CN201721125831 U CN 201721125831U CN 207677356 U CN207677356 U CN 207677356U
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- steel
- support tube
- scaffolding
- holder
- suspension cable
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Abstract
Reinforced steel pipe suspension cable scaffolding is applied to electric power, communication, a kind of novel leap of architectural engineering industry, cableway transport tool.It is made of components such as split type steel plate base assembly (1), lower support pipe assembly (2), upper support pipe assembly (3), duplex connection gold utensil strings (4), by designing Split type base, pull-down lifting system and spring vibration-damping component, effectively raise the overall stability of crossing frame under external force, and length and height can be adjusted in a certain range according to different construction environments, the needs of the accessible crossing construction of transmission line construction process low-to-medium altitude can be met, it can be used again as cableway transport holder, accomplish that a frame is dual-purpose；Its is simple in structure, it is small, it is light-weight, intensity is high, and easy disassembly is reusable, it is easy to usually maintaining, it is particluarly suitable for using in the environment of high mountain and narrow field, low-carbon environment-friendly is energy saving, while reduce construction cost, improves the safety and reliability in electric transmission line erection work progress.
Description
Technical field
The utility model is applied to electric power, communication, architectural engineering industry, disclosure satisfy that 35-1000kV overhead transmission lines
Construction and communication, a kind of novel leap of architectural engineering, cableway transport tool.
Background technology
Existing rod, steel pipe pole crossing frame set up specific requirement, refer to Guangxi branch of Electric Power Transmission ＆ transformation Company of Electrical Engineering Society
What in October, 1999 published《High voltage circuit Poling Construction technical measures》It says in page 56 to page 61 and to tell in Section 3
Content.
For in existing power transmission and transformation industry, such as across ground adjunct：Highway, railway, river, water channel, bridge, orchard,
When farmland, vinyl house, low-voltage electric body, connection, house, courtyard wall etc. are across object, crossed over using traditional rod, steel pipe pole
Frame can not normally meet construction requirement because being influenced by landform, atural object, exist simultaneously following disadvantage：
1, it is largely disposable, the solid rod uses of 6m long using 8# iron wires used in binding rod in work progress
Period often less than 1 year, causes to raw material significant wastage；
2, buying take or rental charge, artificial landing hire, retention fee, traffic expense, temporarily occupation of land compensation, the expenses such as depreciation cost
It is larger；
3, rod can only be by estimating its appearance intensity, and 1 year or more dry rod, end brittleness is big, and intensity is low, clinch
It is point long, whether can meet the safety in production basic demand of being reached so as to cause being difficult accurate judgement its intensity；
4, existing rod, steel pipe pole crossing frame, None- identified and solution haulage cable, conducting wire, ground wire, optical cable are passing through
When the electrical body of lower section, the influence and harm of the induced electricity of generation to crossing frame and its neighbouring personnel, livestock life safety；
5, rod, steel pipe pole crossing frame set up the destruction for being highly prone to artificially steal, and phase is increased safely to integral construction
The hidden danger answered；
6, it is larger to occupy surface area, is easily destroyed crops and surface vegetation, becomes the unfavorable factor of environmental protection construction；
When 7, setting up rod, steel pipe pole crossing frame, needs a large amount of construction personnel to ascend a height operation, increase in work progress and pacify
The risk and hidden danger managed entirely；
8, rod, steel pipe pole crossing frame can not effectively reduce external force to the impact of itself and have a single function.
Utility model content
In order to overcome the above-mentioned deficiencies of the prior art, the utility model reinforced steel pipe suspension cable scaffolding is in light steel tube
Suspension cable scaffolding (the patent No.：ZL 200620147573.8) on the basis of research and develop again, be applied to electric power, communication, architectural engineering row
Industry disclosure satisfy that 35-1000kV Overhead Transmission Line Constructions and communication, a kind of novel leap of architectural engineering, cableway transport work
Tool.In order to which in the working space of narrow field, accessible to cross over the short adjunct in ground, the utility model is by using steel wire
Rope sling and wire rope casing form bearing rope component, upper support pipe assembly, the lower support components such as pipe assembly and bracing wire it is common
By bearing rope component pull-up under effect, to realize that being spanned object to lower section in project of transmitting and converting electricity unfolds line work progress has
Effect protection；It can voluntarily exchange the electroscope of different voltages grade according to the difference of line voltage distribution grade below crossing construction, work as chance
When thering is induced current to be overlapped on bearing rope by haulage cable, conducting wire, ground wire, optical cable, electroscope automatic alarm, and pass through
Electric current is introduced underground by crossing frame itself steel pipe component, accomplished crossing frame to faradic effective identification, warn and dredge,
Prevent personnel, livestock unconscious close to electrical body, it is substantive under the premise of changing traditional crossing frame and setting up theory to improve
Crossing frame self-strength, a kind of novel leap to design and cableway transport tool.
Technical solution adopted by the utility model to solve its technical problems is：
Reinforced steel pipe suspension cable scaffolding is by split type steel plate base assembly (1), lower support pipe assembly (2), upper support tube
Assembly (3), duplex connection gold utensil string (4), spring vibration-damping component (5), L-type yoke plate (6), electroscope (7), bearing rope component (8),
Drop-down double block component (9), four holes win in succession (10), U-bolt (11), U-shaped ring (12), extend ring (13), parallel hanging plate
(14), UB hanging plates (15), hook (16), bolt (17.1-17.5), angle steel (18.1.1-18.6.3), win in succession (19.2.1-
19.4.4), gin block (20), double block (21.1,21.2), metal parts of pull wire string (22), steel wire loop (23.1-23.9),
Steel plate earth anchor (24), block rope (25), motor-driven grinding mill (26), wire rope clip (27), chain block (28), ingot bolt
(29), the critical pieces such as sleeper (30) form, it is characterised in that：
A, split type steel plate base assembly (1) is by 4 pieces of independent steel plate bases (1.1), 4 angle steel (18.1.2), 2 angles
Steel (18.1.3), 1 gin block (20), 3 U-shaped ring (12) compositions, 4 angle steel (18.1.2) are solid by 12 sets of bolts (17.5)
The both sides angle steel (18.1.1) are scheduled on, 2 angle steel (18.1.3) are fixed on by 8 bolts (17.1) on 4 angle steel (18.1.2),
Gin block (20) is connected to by 1 U-shaped ring (12) on 2 angle steel (18.1.3) interstitial holes, sees Figure of description：Figure 25,
Figure 26, Figure 27, Figure 28；
B, steel plate base (1.1) is by 1 piece of steel plate (1.2), 2 angle steel (18.1.1), 1 channel steel cushion block (1.3), 4 steel
Pricker (1.4), 12 sets of bolts (17.2), 3 sets of bolt (17.5) compositions, 2 angle steel (18.1.1) are symmetrically installed on steel plate
(1.2) on, channel steel cushion block (1.3) is placed among 2 angle steel (18.1.1), and 4 drill rods (1.4) are respectively symmetrically inserted in steel plate
(1.2) on, see Figure of description：Figure 29 to Figure 47；
C, lower support pipe assembly (2) is by 4 lower support tubes (2.1), lower support tube top end holder (2.2), lower support tubes the 2nd
Holder (2.3), the 3rd holder (2.4) of lower support tube, the 4th holder (2.5) of lower support tube composition, are shown in Figure of description：Figure 12, figure
13；
D, lower support tube (2.1) is process by the seamless steel pipe of Ф 108mm*8m long, and bottom passes through 1 set of bolt (17.5)
It is connect with angle steel (18.1.1) interstitial hole in steel plate base (1.1), in addition 2 sets of bolts (17.5) press from both sides lower support tube (2.1)
In centre, lower support tube (2.1) is seated on the channel steel cushion block (1.3) of steel plate base (1.1), and there are open slot and bolt hole in top,
See Figure of description：Figure 14, Figure 15, Figure 16, Figure 12, Figure 13；
E, lower support tube top end holder (2.2) by 28 sets of bolts (17.1) and 8 sets of bolts (17.4) by 4 angle steel
(18.2.1), 4 angle steel (18.2.2), 4 angle steel (18.2.3), 2 pieces of connection pull (19.2.1) and link together, by 4 sets of bolts
(17.4) lower support tube top end holder (2.2) is fixed in the open slot on lower support tube (2.1) top, 2 groups of double blocks
(21.1) it is hung on angle steel (18.2.3), 4 groups of gin blocks (20) are hung in the U-shaped ring (12) of angle steel (18.2.2)
On, 16 U-shaped rings (12) and 4 extension rings (13) are mounted on lower support tube top end holder (2.2), see Figure of description：Figure
80, Figure 81, Figure 82, Figure 83；
F, the 2nd holder (2.3) of lower support tube will by 28 sets of bolts (17.1), 4 sets of bolts (17.3) and 8 sets of bolts (17.4)
4 angle steel (18.3.1), 4 angle steel (18.3.2), 4 angle steel (18.2.3), 2 pieces of connection pull (19.3.1) and link together, under
The 2nd holder (2.3) of support tube is placed on lower support tube (2.1), is hung in lower support tube top by 4 steel wire loops (23.1)
It holds at the 2m of holder (2.2) angle steel (18.2.2) U-shaped ring (12) lower section, 4 U-shaped rings (12) is hung on 4 angle steel (18.2.3),
See Figure of description：Figure 84, Figure 85, Figure 86, Figure 87；
G, the 3rd holder (2.4) of lower support tube and the 4th holder (2.5) of lower support tube are formed using identical components, by 24 sets of spiral shells
Bolt (17.1), 4 sets of bolts (17.3) and 8 sets of bolts (17.4) join 4 angle steel (18.4.1), 4 angle steel (18.3.2), 4 pieces
It pulls (19.3.1) to link together, the 3rd holder (2.4) of lower support tube and the 4th holder (2.5) of lower support tube are placed on lower support tube
(2.1) on, the 2nd holder (2.3) of lower support tube and lower the 3rd holder of support tube are hung over by 4 steel wire loops (23.1) respectively
(2.4) on bolt (17.3), see Figure of description：Figure 88, Figure 89, Figure 90, Figure 91；
H, upper support pipe assembly (3) is by 4 upper support tubes (3.1), upper support tube top end holder (3.2), upper support tube bottoms
Holder (3.3), 2 groups of duplex connection gold utensil string (4) compositions are held, see Figure of description：Fig. 7, Fig. 8, Figure 23；
I, upper support tube (3.1) is process by the seamless steel pipe of Ф 108mm*8m long, upper support tube top end holder (3.2)
With upper support tube bottom end holder (3.3) upper support tube (3.1) top and bottom end are fixed on by 4 sets of bolts (17.5) respectively
In open slot, lower support tube top end holder (2.2), the 2nd holder (2.3) of lower support tube, the 3rd holder (2.4) of lower support tube are respectively
It is placed on 4 upper support tubes (3.1), sees Figure of description：Fig. 7, Fig. 8, Fig. 9, Figure 10, Figure 11；
J, upper support tube top end holder (3.2) by 20 sets of bolts (17.1) and 4 sets of bolts (17.3) by 4 angle steel
(18.5.1), 4 angle steel (18.5.2) and 2 pieces of connection pull (19.4.1) and link together, by 4 sets of bolts (17.4) by 4 angle steel
(18.5.1) is fixed in the open slot on support tube (3.1) top, and upper support tube top end holder (3.2) is equipped with 4 U-shaped spiral shells
Bolt (11) and 8 U-shaped rings (12), see Figure of description：Figure 56, Figure 57, Figure 58, Figure 59；
K, upper support tube bottom end holder (3.3) by 32 sets of bolts (17.1) and 2 sets of bolts (17.3) by 4 angle steel
(18.6.1), 4 angle steel (18.6.2) and 8 angle steel (18.6.3) link together, by 4 sets of bolts (17.4) by 4 angle steel
(18.6.1) is fixed in the open slot of support tube (3.1) bottom end, and 2 groups of double blocks are symmetrically installed on angle steel (18.6.1)
(21.2), 8 angle steel (18.6.3) are fixed on angle steel (18.6.2), and installation is equipped on upper support tube bottom end holder (3.3)
There are 12 U-shaped rings (12), sees Figure of description：Figure 60 to Figure 67；
L, 2 steel wire loops (23.7) are symmetrically installed 2 from upper support tube bottom end holder (3.3) angle steel (18.6.1) respectively
2 groups of double blocks of the pulley of group double block (21.2) and the installation of lower support tube top end holder (2.2) angle steel (18.2.1)
(21.1) passed through in pulley, 2 steel wire loop (23.7) both ends respectively with lower support tube the 2nd holder (2.3) both sides angle steel
U-shaped ring (12) connection hung on (18.2.3), is shown in Figure of description：Figure 12, Figure 13；
M, duplex connection gold utensil string (4) is by 1 group of spring vibration-damping component (5), 1 piece of L-type yoke plate (6), 1 electroscope (7) and 3
A U-shaped ring (12) composition, electroscope (7) are mounted on the interstitial hole of L-type yoke plate (6), spring vibration-damping component (5) and L-type yoke plate
(6) it is cascaded by 1 U-shaped ring (12), 2 groups of duplex connection gold utensil string (4) one end and upper support tube top end holder
(3.2) U-shaped ring (12) is connected, and the other end is connect with the steel wire loop (23.9) of bearing rope component (8), sees Figure of description：
Figure 48, Figure 49, Figure 50, Figure 51, Fig. 1, Fig. 3, Fig. 5, Fig. 6；
N, spring vibration-damping component (5) is by 2 pieces of steel plates (5.1), 1 spring (5.2), 1 spring (5.3), 2 single u-shaped bolts
(11.1) it forms, spring (5.2) and spring (5.3) are sandwiched among 2 pieces of steel plates (5.1), and 2 single u-shaped bolts (11.1) pass through 2 pieces
In the through-core hole of steel plate (5.1), spring vibration-damping component (5) one end is connect with the U-shaped ring (12) on L-type yoke plate (6), the other end
It is connect with the U-shaped ring (12) on upper support tube top end holder (3.2), sees Figure of description：Figure 52, Figure 53, Figure 54, Figure 55；
O, bearing rope component (8) be through in wire rope casing (8.1) by steel wire loop (23.9) and with both ends reinforced steel
U-shaped ring (12) connection on pipe suspension cable scaffolding duplex connection gold utensil string (4), bearing rope component (8) length can as needed voluntarily
Customization, wire rope casing (8.1) selects PVC material, under dry outdoor environment, has certain insulation function, sees explanation
Book attached drawing：Fig. 5, Fig. 6；
P, drop-down double block component (9) is by 1 double block (21.1), 1 set of parallel hanging plate (14), 1 UB hanging plate
(15), 1 piece of four hole is won in succession (10) and 3 U-shaped rings (12) are composed in series, and drop-down double block component (9) is won in succession by four holes
(10) the intermediate U-shaped ring (12) in lower section is connect with one end of steel wire loop (23.8), and steel wire loop (23.8) passes through split type steel
Gin block (20), the other end are wrapped on the reel of motor-driven grinding mill (26) on board bottom seat assembly (1), 2 steel wire loops
The one end (23.1.1) is hung in four holes and wins in succession below (10) on the U-shaped ring (12) of both sides, the other end and split type steel plate base
U-shaped ring (12) connection of both sides, is shown in Figure of description on assembly (1) angle steel (18.1.3)：Figure 68, Figure 69, Figure 70, Figure 71, figure
5, Figure 12, Figure 13；
Q, four holes win in succession (10) be process by 20mm steel plates, for pulling down double block component (9) and metal parts of pull wire string
(22), see Figure of description：Figure 72, Figure 73, Figure 74, Figure 75；
R, hook (16) is process by 20mm steel plates, for support pipe assembly (3) on reinforced steel pipe suspension cable scaffolding
The important component being fixed in after promotion on split type steel plate base assembly (1) angle steel (18.1.2), 4 are linked up on (16)
U-shaped ring (12) connect with one end of 4 steel wire loops (23.8), and 4 steel wire loops (23.8) are respectively from lower support tube top branch
It is passed through in the pulley for 2 groups of gin blocks (20) that the both sides frame (2.2) angle steel (18.2.2) are respectively installed, 4 steel wire loops (23.8)
The other end is connect with 4 U-shaped rings (12) on (3.3) 8 angle steel (18.6.3) of upper support tube bottom end holder respectively, sees explanation
Book attached drawing：Figure 76, Figure 77, Figure 78, Figure 79, Figure 12, Figure 13；
S, metal parts of pull wire string (22) is won in succession (10) by 4 piece of four hole and 13 U-shaped rings (12) form, one end and steel plate earth anchor
(24) on steel wire loop (23.1.1) connection, the other end respectively with steel wire loop (23.2), (23.3), (23.4),
(23.5), (23.6) connection forms V-shaped bracing wire, sees Figure of description：Figure 148, Figure 149, Fig. 1, Fig. 3, Fig. 5；
T, steel plate earth anchor (24) is embedded in reinforced steel pipe suspension cable scaffolding surrounding, the steel wire rope on steel plate earth anchor (24) respectively
Set (23.1.1) is connect with the U-shaped ring (12) of metal parts of pull wire string (22), sees Figure of description：Fig. 1 to Fig. 6；
U, block rope (25) is worked out by nylon rope, is hung on steel wire loop (23.9) by U-shaped ring (12), is there is weight
It is used when crossing over object or wider highway, railway；
V, motor-driven grinding mill (26) is connected to reinforced steel pipe suspension cable scaffolding both ends steel plate earth anchor (24) by U-shaped ring (12)
Steel wire loop (23.1.1) on, motor-driven grinding mill (26) for the reinforced steel pipe suspension cable scaffolding that stands up, promoted and propped up in gentle drop
It is used when stay tube assembly (3), sees Figure of description：Fig. 1, Fig. 3, Fig. 5, Fig. 6；
W, wire rope clip (27) and chain block (28) loosen hook (16) for promoting support pipe assembly (3)
When use, 4 wire rope clips (27) are fixed on 4 steel wire loops (23.8), the hook of 4 chain blocks (28)
It is connected with wire rope clip (27) connection ring, chain block (28)
The other end is hung on split type steel plate base assembly (1) angle steel (18.1.2), and rotating link chain cucurbit (28) handle carries
While going up support pipe assembly (3), hook (16) is loosened.
Compared with prior art, the utility model has the beneficial effects that：Reinforced steel pipe suspension cable scaffolding passes through design point
It is whole steady under external impacts to effectively raise crossing frame for body formula pedestal, pull-down lifting system and spring vibration-damping component
It is qualitative, and length and height can be adjusted in a certain range according to different construction environments；Transmission line construction can be met
The needs of the accessible crossing construction of process low-to-medium altitude, and can be used as cableway transport holder, accomplish that a frame is dual-purpose；This crossing frame
Can to faradic effective identification, warn and dredge, a large amount of construction personnel are avoided when setting up and are ascended a height operation, structure letter
Single, small, light-weight, intensity is high, and easy disassembly is reusable, is easy to usually maintaining, be particluarly suitable for high mountain and
It is used in the environment of narrow field, low-carbon environment-friendly is energy saving, while reduce construction cost, improves electric transmission line erection construction
Safety and reliability in the process.
Description of the drawings
Fig. 1 is the utility model reinforced steel pipe suspension cable scaffolding size marking and component configuration front view
Fig. 2 is the utility model reinforced steel pipe suspension cable scaffolding single side bracing size marking left view
Fig. 3 is the utility model reinforced steel pipe suspension cable scaffolding single side bracing size marking and component configuration vertical view
Fig. 4 is the utility model reinforced steel pipe suspension cable scaffolding single side bracing design sketch
Fig. 5 is the utility model reinforced steel pipe suspension cable scaffolding size marking and component configuration left view
Fig. 6 is the utility model reinforced steel pipe suspension cable scaffolding size marking and component configuration vertical view
Fig. 7 is that pipe assembly (3) size marking and component configuration are supported on the utility model reinforced steel pipe suspension cable scaffolding
Front view
Fig. 8 is that pipe assembly (3) size marking and component configuration are supported on the utility model reinforced steel pipe suspension cable scaffolding
Left view
Fig. 9 is support tube (3.1) size marking front view on the utility model reinforced steel pipe suspension cable scaffolding
Figure 10 is support tube (3.1) size marking left view on the utility model reinforced steel pipe suspension cable scaffolding
Figure 11 is support tube (3.1) size marking vertical view on the utility model reinforced steel pipe suspension cable scaffolding
Figure 12 is that the split type steel plate base assembly (1) of the utility model reinforced steel pipe suspension cable scaffolding and lower support tube are total
Front view is configured at (2) size marking and component
Figure 13 is that the split type steel plate base assembly (1) of the utility model reinforced steel pipe suspension cable scaffolding and lower support tube are total
Left view is configured at (2) size marking and component
Figure 14 is support tube (2.1) size marking front view under the utility model reinforced steel pipe suspension cable scaffolding
Figure 15 is support tube (2.1) size marking left view under the utility model reinforced steel pipe suspension cable scaffolding
Figure 16 is support tube (2.1) size marking vertical view under the utility model reinforced steel pipe suspension cable scaffolding
Figure 17 is that vinyl house front view is crossed in the simulation of the utility model reinforced steel pipe suspension cable scaffolding
Figure 18 is that vinyl house left view is crossed in the simulation of the utility model reinforced steel pipe suspension cable scaffolding
Figure 19 is that vinyl house vertical view is crossed in the simulation of the utility model reinforced steel pipe suspension cable scaffolding
Figure 20 is that vinyl house design sketch is crossed in the simulation of the utility model reinforced steel pipe suspension cable scaffolding
Figure 21 is the utility model reinforced steel pipe suspension cable scaffolding single side bracing without bracing wire size marking front view
Figure 22 is the utility model reinforced steel pipe suspension cable scaffolding single side bracing without bracing wire size marking left view
Figure 23 is that pipe assembly (3) size marking and component configuration are supported on the utility model reinforced steel pipe suspension cable scaffolding
Vertical view
Figure 24 is that the split type steel plate base assembly (1) of the utility model reinforced steel pipe suspension cable scaffolding and lower support tube are total
Vertical view is configured at (2) size marking and component
Figure 25 is split type steel plate base assembly (1) size marking of the utility model reinforced steel pipe suspension cable scaffolding and portion
Part configures front view
Figure 26 is split type steel plate base assembly (1) size marking of the utility model reinforced steel pipe suspension cable scaffolding and portion
Part configures left view
Figure 27 is split type steel plate base assembly (1) size marking of the utility model reinforced steel pipe suspension cable scaffolding and portion
Part configures vertical view
Figure 28 is split type steel plate base assembly (1) design sketch of the utility model reinforced steel pipe suspension cable scaffolding
Figure 29 is the utility model reinforced steel pipe suspension cable scaffolding steel plate base (1.1) size marking and component configuration master
View
Figure 30 is that the utility model reinforced steel pipe suspension cable scaffolding steel plate base (1.1) size marking and component configuration are left
View
Figure 31 is that the utility model reinforced steel pipe suspension cable scaffolding steel plate base (1.1) size marking and component configuration are bowed
View
Figure 32 is the utility model reinforced steel pipe suspension cable scaffolding steel plate base (1.1) design sketch
Figure 33 is the utility model reinforced steel pipe suspension cable scaffolding drill rod (1.4) size marking front view
Figure 34 is the utility model reinforced steel pipe suspension cable scaffolding drill rod (1.4) size marking vertical view
Figure 35 is the utility model reinforced steel pipe suspension cable scaffolding drill rod (1.4) design sketch
Figure 36 is the utility model reinforced steel pipe suspension cable scaffolding angle steel (18.1.1) size marking front view
Figure 37 is the utility model reinforced steel pipe suspension cable scaffolding angle steel (18.1.1) size marking left view
Figure 38 is the utility model reinforced steel pipe suspension cable scaffolding angle steel (18.1.1) size marking vertical view
Figure 39 is the utility model reinforced steel pipe suspension cable scaffolding angle steel (18.1.1) design sketch
Figure 40 is the utility model reinforced steel pipe suspension cable scaffolding steel plate (1.2) size marking front view
Figure 41 is the utility model reinforced steel pipe suspension cable scaffolding steel plate (1.2) size marking left view
Figure 42 is the utility model reinforced steel pipe suspension cable scaffolding steel plate (1.2) size marking vertical view
Figure 43 is the utility model reinforced steel pipe suspension cable scaffolding steel plate (1.2) design sketch
Figure 44 is the utility model reinforced steel pipe suspension cable scaffolding channel steel cushion block (1.3) size marking front view
Figure 45 is the utility model reinforced steel pipe suspension cable scaffolding channel steel cushion block (1.3) size marking left view
Figure 46 is the utility model reinforced steel pipe suspension cable scaffolding channel steel cushion block (1.3) size marking vertical view
Figure 47 is the utility model reinforced steel pipe suspension cable scaffolding channel steel cushion block (1.3) design sketch
Figure 48 is that the utility model reinforced steel pipe suspension cable scaffolding duplex connection gold utensil string (4) size marking and component are matched
Set front view
Figure 49 is that the utility model reinforced steel pipe suspension cable scaffolding duplex connection gold utensil string (4) size marking and component are matched
Set left view
Figure 50 is that the utility model reinforced steel pipe suspension cable scaffolding duplex connection gold utensil string (4) size marking and component are matched
Set vertical view
Figure 51 is the utility model reinforced steel pipe suspension cable scaffolding duplex connection gold utensil string (4) design sketch
Figure 52 is the utility model reinforced steel pipe suspension cable scaffolding spring vibration-damping component (5) size marking and component configuration
Front view
Figure 53 is the utility model reinforced steel pipe suspension cable scaffolding spring vibration-damping component (5) size marking and component configuration
Left view
Figure 54 is the utility model reinforced steel pipe suspension cable scaffolding spring vibration-damping component (5) size marking and component configuration
Vertical view
Figure 55 is the utility model reinforced steel pipe suspension cable scaffolding spring vibration-damping component (5) design sketch
Figure 56 is support tube top end holder (3.2) size marking and portion on the utility model reinforced steel pipe suspension cable scaffolding
Part configures front view
Figure 57 is support tube top end holder (3.2) size marking and portion on the utility model reinforced steel pipe suspension cable scaffolding
Part configures left view
Figure 58 is support tube top end holder (3.2) size marking and portion on the utility model reinforced steel pipe suspension cable scaffolding
Part configures vertical view
Figure 59 is support tube top end holder (3.2) design sketch on the utility model reinforced steel pipe suspension cable scaffolding
Figure 60 is support tube bottom end holder (3.3) size marking and portion on the utility model reinforced steel pipe suspension cable scaffolding
Part configures front view
Figure 61 is support tube bottom end holder (3.3) size marking and portion on the utility model reinforced steel pipe suspension cable scaffolding
Part configures left view
Figure 62 is support tube bottom end holder (3.3) size marking and portion on the utility model reinforced steel pipe suspension cable scaffolding
Part configures vertical view
Figure 63 is support tube bottom end holder (3.3) design sketch on the utility model reinforced steel pipe suspension cable scaffolding
Figure 64 is support tube bottom end holder double block (21.2) ruler on the utility model reinforced steel pipe suspension cable scaffolding
Very little mark front view
Figure 65 is support tube bottom end holder double block (21.2) ruler on the utility model reinforced steel pipe suspension cable scaffolding
Very little mark left view
Figure 66 is support tube bottom end holder double block (21.2) ruler on the utility model reinforced steel pipe suspension cable scaffolding
Very little mark vertical view
Figure 67 is that support tube bottom end holder double block (21.2) is imitated on the utility model reinforced steel pipe suspension cable scaffolding
Fruit is schemed
Figure 68 is the utility model reinforced steel pipe suspension cable scaffolding drop-down double-wheel pulley component (9) size marking front view
Figure 69 is the utility model reinforced steel pipe suspension cable scaffolding drop-down double-wheel pulley component (9) size marking left view
Figure 70 is the utility model reinforced steel pipe suspension cable scaffolding drop-down double-wheel pulley component (9) size marking vertical view
Figure 71 is the utility model reinforced steel pipe suspension cable scaffolding drop-down double-wheel pulley component (9) design sketch
Figure 72 is the utility model reinforced steel pipe suspension cable scaffolding four hole yoke plate (10) size marking front view
Figure 73 is the utility model reinforced steel pipe suspension cable scaffolding four hole yoke plate (10) size marking left view
Figure 74 is the utility model reinforced steel pipe suspension cable scaffolding four hole yoke plate (10) size marking vertical view
Figure 75 is the utility model reinforced steel pipe suspension cable scaffolding four hole yoke plate (10) design sketch
Figure 76 is the utility model reinforced steel pipe suspension crossing hanger (16) size marking front view
Figure 77 is the utility model reinforced steel pipe suspension crossing hanger (16) size marking left view
Figure 78 is the utility model reinforced steel pipe suspension crossing hanger (16) size marking vertical view
Figure 79 is the utility model reinforced steel pipe suspension crossing hanger (16) design sketch
Figure 80 is support tube top end holder (2.2) size marking and portion under the utility model reinforced steel pipe suspension cable scaffolding
Part configures front view
Figure 81 is support tube top end holder (2.2) size marking and portion under the utility model reinforced steel pipe suspension cable scaffolding
Part configures left view
Figure 82 is support tube top end holder (2.2) size marking and portion under the utility model reinforced steel pipe suspension cable scaffolding
Part configures vertical view
Figure 83 is support tube top end holder (2.2) design sketch under the utility model reinforced steel pipe suspension cable scaffolding
Figure 84 is the 2nd holder (2.3) size marking of support tube and portion under the utility model reinforced steel pipe suspension cable scaffolding
Part configures front view
Figure 85 is the 2nd holder (2.3) size marking of support tube and portion under the utility model reinforced steel pipe suspension cable scaffolding
Part configures left view
Figure 86 is the 2nd holder (2.3) size marking of support tube and portion under the utility model reinforced steel pipe suspension cable scaffolding
Part configures vertical view
Figure 87 is support tube the 2nd holder (2.3) design sketch under the utility model reinforced steel pipe suspension cable scaffolding
Figure 88 is support tube the 3rd, 4 holders (2.4), (2.5) size under the utility model reinforced steel pipe suspension cable scaffolding
Mark and component configure front view
Figure 89 is support tube the 3rd, 4 holders (2.4), (2.5) size under the utility model reinforced steel pipe suspension cable scaffolding
Mark and component configure left view
Figure 90 is support tube the 3rd, 4 holders (2.4), (2.5) size under the utility model reinforced steel pipe suspension cable scaffolding
Mark and component configure vertical view
Figure 91 is support tube the 3rd, 4 holders (2.4), (2.5) effect under the utility model reinforced steel pipe suspension cable scaffolding
Figure
Figure 92 is support tube bottom end holder (3.3) angle steel (18.6.1) on the utility model reinforced steel pipe suspension cable scaffolding
Front view
Figure 93 is support tube bottom end holder (3.3) angle steel (18.6.1) on the utility model reinforced steel pipe suspension cable scaffolding
Vertical view
Figure 94 is support tube bottom end holder (3.3) angle steel (18.6.1) on the utility model reinforced steel pipe suspension cable scaffolding
Left view
Figure 95 is support tube bottom end holder (3.3) angle steel (18.6.1) on the utility model reinforced steel pipe suspension cable scaffolding
Design sketch
Figure 96 is support tube bottom end holder (3.3) angle steel (18.6.2) on the utility model reinforced steel pipe suspension cable scaffolding
Front view
Figure 97 is support tube bottom end holder (3.3) angle steel (18.6.2) on the utility model reinforced steel pipe suspension cable scaffolding
Vertical view
Figure 98 is support tube bottom end holder (3.3) angle steel (18.6.2) on the utility model reinforced steel pipe suspension cable scaffolding
Left view
Figure 99 is support tube bottom end holder (3.3) angle steel (18.6.2) on the utility model reinforced steel pipe suspension cable scaffolding
Design sketch
Figure 100 is support tube bottom end holder (3.3) angle steel on the utility model reinforced steel pipe suspension cable scaffolding
(18.6.3) front view
Figure 101 is support tube bottom end holder (3.3) angle steel on the utility model reinforced steel pipe suspension cable scaffolding
(18.6.3) vertical view
Figure 102 is support tube bottom end holder (3.3) angle steel on the utility model reinforced steel pipe suspension cable scaffolding
(18.6.3) left view
Figure 103 is support tube bottom end holder (3.3) angle steel on the utility model reinforced steel pipe suspension cable scaffolding
(18.6.3) design sketch
Figure 104 is support tube top end holder (3.2) angle steel on the utility model reinforced steel pipe suspension cable scaffolding
(18.5.1) front view
Figure 105 is support tube top end holder (3.2) angle steel on the utility model reinforced steel pipe suspension cable scaffolding
(18.5.1) vertical view
Figure 106 is support tube top end holder (3.2) angle steel on the utility model reinforced steel pipe suspension cable scaffolding
(18.5.1) left view
Figure 107 is support tube top end holder (3.2) angle steel on the utility model reinforced steel pipe suspension cable scaffolding
(18.5.1) design sketch
Figure 108 is support tube top end holder (3.2) angle steel on the utility model reinforced steel pipe suspension cable scaffolding
(18.5.2) front view
Figure 109 is support tube top end holder (3.2) angle steel on the utility model reinforced steel pipe suspension cable scaffolding
(18.5.2) vertical view
Figure 110 is support tube top end holder (3.2) angle steel on the utility model reinforced steel pipe suspension cable scaffolding
(18.5.2) left view
Figure 111 is support tube top end holder (3.2) angle steel on the utility model reinforced steel pipe suspension cable scaffolding
(18.5.2) design sketch
Figure 112 is support tube top end holder (3.2) yoke plate on the utility model reinforced steel pipe suspension cable scaffolding
(19.4.1) front view
Figure 113 is support tube top end holder (3.2) yoke plate on the utility model reinforced steel pipe suspension cable scaffolding
(19.4.1) left view
Figure 114 is support tube top end holder (3.2) yoke plate on the utility model reinforced steel pipe suspension cable scaffolding
(19.4.1) vertical view
Figure 115 is support tube top end holder (3.2) yoke plate on the utility model reinforced steel pipe suspension cable scaffolding
(19.4.1) design sketch
Figure 116 is support tube top end holder (2.2) angle steel under the utility model reinforced steel pipe suspension cable scaffolding
(18.2.1) front view
Figure 117 is support tube top end holder (2.2) angle steel under the utility model reinforced steel pipe suspension cable scaffolding
(18.2.1) vertical view
Figure 118 is support tube top end holder (2.2) angle steel under the utility model reinforced steel pipe suspension cable scaffolding
(18.2.1) left view
Figure 119 is support tube top end holder (2.2) angle steel under the utility model reinforced steel pipe suspension cable scaffolding
(18.2.1) design sketch
Figure 120 is support tube top end holder (2.2) angle steel under the utility model reinforced steel pipe suspension cable scaffolding
(18.2.2) front view
Figure 121 is support tube top end holder (2.2) angle steel under the utility model reinforced steel pipe suspension cable scaffolding
(18.2.2) vertical view
Figure 122 is support tube top end holder (2.2) angle steel under the utility model reinforced steel pipe suspension cable scaffolding
(18.2.2) left view
Figure 123 is support tube top end holder (2.2) angle steel under the utility model reinforced steel pipe suspension cable scaffolding
(18.2.2) design sketch
Figure 124 is support tube top end holder (2.2), the 2nd holder under the utility model reinforced steel pipe suspension cable scaffolding
(2.3) angle steel (18.2.3) front view
Figure 125 is support tube top end holder (2.2), the 2nd holder under the utility model reinforced steel pipe suspension cable scaffolding
(2.3) angle steel (18.2.3) vertical view
Figure 126 is support tube top end holder (2.2), the 2nd holder under the utility model reinforced steel pipe suspension cable scaffolding
(2.3) angle steel (18.2.3) left view
Figure 127 is support tube top end holder (2.2), the 2nd holder under the utility model reinforced steel pipe suspension cable scaffolding
(2.3) angle steel (18.2.3) design sketch
Figure 128 is support tube top end holder (2.2) yoke plate under the utility model reinforced steel pipe suspension cable scaffolding
(19.2.1) front view
Figure 129 is support tube top end holder (2.2) yoke plate under the utility model reinforced steel pipe suspension cable scaffolding
(19.2.1) left view
Figure 130 is support tube top end holder (2.2) yoke plate under the utility model reinforced steel pipe suspension cable scaffolding
(19.2.1) vertical view
Figure 131 is support tube top end holder (2.2) yoke plate under the utility model reinforced steel pipe suspension cable scaffolding
(19.2.1) design sketch
Figure 132 is support tube the 2nd holder (2.3) angle steel (18.3.1) under the utility model reinforced steel pipe suspension cable scaffolding
Front view
Figure 133 is support tube the 2nd holder (2.3) angle steel (18.3.1) under the utility model reinforced steel pipe suspension cable scaffolding
Vertical view
Figure 134 is support tube the 2nd holder (2.3) angle steel (18.3.1) under the utility model reinforced steel pipe suspension cable scaffolding
Left view
Figure 135 is support tube the 2nd holder (2.3) angle steel (18.3.1) under the utility model reinforced steel pipe suspension cable scaffolding
Design sketch
Figure 136 is support tube the 2nd holder (2.3) angle steel (18.3.2) under the utility model reinforced steel pipe suspension cable scaffolding
Front view
Figure 137 is support tube the 2nd holder (2.3) angle steel (18.3.2) under the utility model reinforced steel pipe suspension cable scaffolding
Vertical view
Figure 138 is support tube the 2nd holder (2.3) angle steel (18.3.2) under the utility model reinforced steel pipe suspension cable scaffolding
Left view
Figure 139 is support tube the 2nd holder (2.3) angle steel (18.3.2) under the utility model reinforced steel pipe suspension cable scaffolding
Design sketch
Figure 140 be support tube the 2nd under the utility model reinforced steel pipe suspension cable scaffolding, 3,4 holders (2.3), (2.4),
(2.5) yoke plate (19.3.1) front view
Figure 141 be support tube the 2nd under the utility model reinforced steel pipe suspension cable scaffolding, 3,4 holders (2.3), (2.4),
(2.5) yoke plate (19.3.1) left view
Figure 142 be support tube the 2nd under the utility model reinforced steel pipe suspension cable scaffolding, 3,4 holders (2.3), (2.4),
(2.5) yoke plate (19.3.1) vertical view
Figure 143 be support tube the 2nd under the utility model reinforced steel pipe suspension cable scaffolding, 3,4 holders (2.3), (2.4),
(2.5) yoke plate (19.3.1) design sketch
Figure 144 is support tube the 3rd, 4 holders (2.4), (2.5) angle steel under the utility model reinforced steel pipe suspension cable scaffolding
(18.4.1) front view
Figure 145 is support tube the 3rd, 4 holders (2.4), (2.5) angle steel under the utility model reinforced steel pipe suspension cable scaffolding
(18.4.1) vertical view
Figure 146 is support tube the 3rd, 4 holders (2.4), (2.5) angle steel under the utility model reinforced steel pipe suspension cable scaffolding
(18.4.1) left view
Figure 147 is support tube the 3rd, 4 holders (2.4), (2.5) angle steel under the utility model reinforced steel pipe suspension cable scaffolding
(18.4.1) design sketch
Figure 148 is the utility model reinforced steel pipe suspension cable scaffolding metal parts of pull wire string (22) front view
Figure 149 is the utility model reinforced steel pipe suspension cable scaffolding metal parts of pull wire string (22) design sketch
Figure 150 is that the utility model reinforced steel pipe suspension cable scaffolding ropeway supporting trestle is configured without bracing wire size marking and component
Front view
Figure 151 is that the utility model reinforced steel pipe suspension cable scaffolding ropeway supporting trestle is configured without bracing wire size marking and component
Left view
Figure 152 is the utility model reinforced steel pipe suspension cable scaffolding ropeway supporting trestle bracing wire configuration front view
Figure 153 is the utility model reinforced steel pipe suspension cable scaffolding ropeway supporting trestle bracing wire allocative effect figure
Figure 154 is the utility model reinforced steel pipe suspension cable scaffolding ropeway supporting trestle top angle (18.2.4) size marking
Front view
Figure 155 is the utility model reinforced steel pipe suspension cable scaffolding ropeway supporting trestle top angle (18.2.4) size marking
Vertical view
Figure 156 is the utility model reinforced steel pipe suspension cable scaffolding ropeway supporting trestle top angle (18.2.4) size marking
Left view
Figure 157 is the utility model reinforced steel pipe suspension cable scaffolding ropeway supporting trestle top angle (18.2.4) design sketch
Figure 158 is the utility model reinforced steel pipe suspension cable scaffolding ropeway supporting trestle top angle (18.2.5) size marking
Front view
Figure 159 is the utility model reinforced steel pipe suspension cable scaffolding ropeway supporting trestle top angle (18.2.5) size marking
Vertical view
Figure 160 is the utility model reinforced steel pipe suspension cable scaffolding ropeway supporting trestle top angle (18.2.5) size marking
Left view
Figure 161 is the utility model reinforced steel pipe suspension cable scaffolding ropeway supporting trestle top angle (18.2.5) design sketch
Figure 162 is the utility model assembling reinforced steel pipe suspension cable scaffolding simulation design sketch
Figure 163 be the utility model stand up reinforced steel pipe suspension cable scaffolding simulation design sketch
Figure 164 is that the utility model is promoted, anchoring reinforced steel pipe suspension cable scaffolding simulates design sketch
Specific implementation mode
The utility model is further illustrated with reference to the accompanying drawings and examples：
Scheme one：Reinforced steel pipe suspension cable scaffolding
1, crossing frame is assembled：
1.1 in Figure 162, and the soil under 4 pieces of steel plate bases (1.1) is leveled up, is tamped, and determines 4 pieces of steel plate bases (1.1)
After being spaced size, drill rod (1.4) is hammered into every block of steel plate (1.2) from the top down respectively, keeps steel plate base (1.1) firmly solid
Be scheduled on it is smooth after ground on；
1.2 pad the sleeper (30) of 3 root long 1.5m thickness 30cm at the bottom of two lower support tubes (2.1) close to ground
Portion makes this two lower support tubes (2.1) with ground angle in 10-15 degree or so, this two lower support tube (2.1) bottom centers
Hole is inserted into after being aligned with the interstitial hole of steel plate base (1.1) angle steel (18.1.1) with 2 bolts (17.5), and activity chain is formed it into
It connects, 8 channel steel cushion blocks (1.3) is then placed on both ends reinforced steel pipe suspension cable scaffolding steel plate base (1.1) angle steel respectively
The centre of (18.1.1)；
The 3rd holder (2.4) of lower support tube, the 2nd holder (2.3) of lower support tube are assembled and are sleeved under 4 and supported by 1.3 successively
It manages on (2.1), assembled lower support tube top end holder (2.2) is then fixed on 4 lower support tubes with 4 sets of bolts (17.4)
(2.1) in the open slot on top, 4 lower support tubes (2.1) are in lower support tube top end holder (2.2), the 2nd holder of lower support tube
(2.3), rectangle support is formed under the collective effect of the 3rd holder (2.4) of lower support tube；By 8 steel wire loop (23.1) both ends point
It is not sleeved on the U-shaped ring (12), lower support tube the 2nd holder (2.3) bolt (17.3) and lower branch of lower support tube top end holder (2.2)
On the 3rd holder (2.4) bolt (17.3) of stay tube, another 4 steel wire loops (23.1) are suspended on lower support tube the 3rd holder (2.4) spiral shell
On bolt (17.3)；
1.4 go up support tubes (3.1) respectively from the bolt of lower support tube top end holder (2.2) angle steel (18.2.1) by 4
(17.4) between, between the bolt (17.4) of the 2nd holder (2.3) angle steel (18.3.1) of lower support tube, the 3rd holder (2.4) of lower support tube
After being penetrated between the bolt (17.4) of angle steel (18.4.1), with 8 sets of bolts (17.4) respectively by assembled upper support tube top branch
Frame (3.2) and upper support tube bottom end holder (3.3) are fixed in the open slot of support tube (3.1) top and bottom end；
1.5 by after assembled 4 bearing rope components (8) and the series connection of 2 groups of duplex connection gold utensil strings (4) respectively with both ends
U-shaped ring (12) connection on upper support tube top end holder (3.2)；
1.6 symmetrically pacify 2 steel wire loops (23.7) from upper support tube bottom end holder (3.3) angle steel (18.6.1) respectively
The pulley of 2 groups of double blocks (21.2) of dress and 2 groups of two-wheels of lower support tube top end holder (2.2) angle steel (18.2.1) installation are slided
Passed through in the pulley of vehicle (21.1), 2 steel wire loop (23.7) both ends respectively with lower support tube the 2nd holder (2.3) both sides angle steel
4 U-shaped ring (12) connections hung on (18.2.3), two pulleys of drop-down double block component (9) hang over this 2 steel wire loops
(23.7) middle part；
1.6.1 4 steel wire loops (23.8) are each from lower support tube top end holder (2.2) angle steel (18.2.2) both sides respectively
It is passed through in the pulley of 2 groups of gin blocks (20) of installation, 4 steel wire loop (23.8) one end and upper support tube bottom end holder
4 U-shaped ring (12) connections on (3.3) 8 angle steel (18.6.3), the other end and 4 U-shaped rings (12) linked up on (16) are even
It connects；
1.6.2 by steel wire loop (23.2), steel wire loop (23.3), steel wire loop (23.4), steel wire loop (23.5), steel
One end of cord set (23.6) is connect with the U-shaped ring (12) on metal parts of pull wire string (22) respectively, the other end respectively with upper support tube
The U-shaped ring (12) of top end holder (3.2), lower support tube top end holder (2.2) and upper support tube bottom end holder (3.3) connects, shape
At V-shaped bracing wire string；
1.6.3 one end of 2 steel wire loops (23.8) is connected to both ends reinforced steel pipe suspension cable scaffolding steel wire
On the U-shaped ring (12) of rope sling (23.4) metal parts of pull wire string (22), other end level is wrapped in the volume of motor-driven grinding mill (26) after stretching
On cylinder；
1.6.4 by one end of other 2 steel wire loops (23.7) respectively with the U below 2 drop-down double block components (9)
Type ring (12) connects, and other end level is placed on after stretching by the reel of motor-driven grinding mill (26), under drop-down double block component (9)
Other 2 U-shaped rings (12) of side connect 2 steel wire loops (23.1.1)；
6 steel wire loops (23.1.1) of 6 steel plate earth anchors (24) and connection are embedded in both ends reinforced steel pipe by 1.7 respectively
Suspension cable scaffolding designated position；
1.8 motor-driven grinding mills (26) are connected to reinforced steel pipe by 3 U-shaped rings (12) and 1 steel wire loop (23.1.1)
On the steel wire loop (23.1.1) of suspension cable scaffolding both ends steel plate earth anchor (24).
The basic assembling of reinforced steel pipe suspension cable scaffolding is completed at this time.
2, it stands up crossing frame：
2.1 in Figure 163, first starts side reinforced steel pipe suspension cable scaffolding motor-driven grinding mill (26), with reinforced steel pipe
The steel wire that suspension cable scaffolding steel wire loop (23.4) metal parts of pull wire string (22) is connected and is wrapped on the reel of motor-driven grinding mill (26)
Rope sling (23.8) is gradually tightened, and reinforced steel pipe suspension cable scaffolding is slowly holded up；When under reinforced steel pipe suspension cable scaffolding
Support tube (2.1) is completely vertical and when resting on channel steel cushion block (1.3), by motor-driven grinding mill (26) switch-off, successively with 12
4 lower support tubes (2.1) and 4 angle steel (18.1.2) are fixed on steel plate base (1.1) angle steel by set bolt (17.5)
On (18.1.1), then 4 angle steel (18.1.3) are fixed on 4 angle steel (18.1.2) with 8 sets of bolts (17.1), pass through 1
A U-shaped ring (12) is connected to gin block (20) on 2 angle steel (18.1.3) interstitial holes；
2.2 will be with steel wire loop (23.2), steel wire loop (23.3), steel wire loop (23.4), steel wire loop (23.5), steel
U-shaped ring (12) on 3 groups of metal parts of pull wire strings (22) of cord set (23.6) connection is sleeved on the steel wire loop of 3 steel plate earth anchors (24)
On (23.1.1).
Other side reinforced steel pipe suspension cable scaffolding is equally operated by aforesaid operations main points, is completed at this time reinforced
Steel pipe suspension cable scaffolding stands up.
3, it promoted, anchor crossing frame：
3.1 in Figure 164, opens a side shield of the gin block (20) on the split type steel plate base assembly (1) in both ends,
2 steel wire loops (23.7) that will be connect with U-shaped ring (12) below drop-down double block component (9) are put into gin block respectively
(20) in pulley, it is then closed and is locked baffle, the other end of 2 steel wire loops (23.7) is respectively wound around 2 motor-driven strands
On the reel for grinding (26)；
3.2 start 2 motor-driven grinding mills (26), 2 steel wire loops being wrapped on the reel of motor-driven grinding mill (26) simultaneously
(23.7) it gradually tightens, supports pipe assembly (3) downward with drop-down double block component (9) on reinforced steel pipe suspension cable scaffolding
It moves and slowly rises；
3.3 are lifted up when upper support pipe assembly (3) under the pulling of drop-down double block component (9), gradually by 6 groups of V
Font metal parts of pull wire string (22) steel wire rope is tightened, after bearing rope component (8) reaches desired height with upper support pipe assembly (3),
Simultaneously by 2 motor-driven grinding mill (26) switch-offs, hook (16) is hung in split type steel plate base assembly (1) angle in both ends
On steel (18.1.2), 2 steel wire loops (23.7) being wrapped on the reel of motor-driven grinding mill (26) are used into ingot bolt respectively
(29) it is fixed on the steel wire loop (23.1.1) of reinforced steel pipe suspension cable scaffolding both ends steel plate earth anchor (24)；
2 steel wire loops (23.1.1) of U-shaped ring (12) connection in left and right 2 below 3.4 drop-down double block components (9)
The other end is connected on 2 U-shaped rings (12) at left and right sides of split type steel plate base assembly (1) gin block (20)；
The 4th holder (2.5) of lower support tube is assembled under 4 of 1.8m above split type steel plate base assembly (1) and props up by 3.5
On stay tube (2.1), it then will be suspended on the another of upper 4 steel wire loops (23.1) of the 3rd holder (2.4) bolt (17.3) of lower support tube
One end is sleeved on the 4th holder (2.5) bolt (17.3) of lower support tube.
The promotion and anchoring of reinforced steel pipe suspension cable scaffolding are completed at this time.
4, component is installed：
Different voltages grade can be voluntarily exchanged according to the difference of line voltage distribution grade near reinforced steel pipe suspension cable scaffolding
Electroscope, bearing rope component (8) is directly overlapped on by haulage cable or conducting wire, ground wire, optical cable when meeting induced current
When upper, electroscope (7) flicker alarm automatically, and pass through bearing rope component (8), duplex connection gold utensil string (4), upper support tube
(3.1), electric current is introduced underground by lower support tube (2.1), steel plate base (1.1), to ensure crossing frame to neighbouring personnel, livestock
Life security.
5, bracing wire configures：
Ensure that steel wire loop (23.4) and steel wire loop (23.5) can be appropriate if narrow terrain with ground Jiao≤45 ° Jia
The angle of steel wire loop (23.4) and steel wire loop (23.5) and ground is adjusted, and replaces thicker steel wire loop as reinforced
Steel pipe suspension cable scaffolding bracing wire, while deepening effective buried depth of steel plate earth anchor (24), to improve reinforced steel pipe suspension cable scaffolding
Integral strength, it is ensured that stability when reinforced steel pipe suspension cable scaffolding is by external impacts and to electrical body etc. across the effective of object
Safe distance.
Scheme two：Reinforced steel pipe suspension cable scaffolding ropeway supporting trestle
1, it assembles, configure ropeway supporting trestle：
1.1, in Figure 152, Tu153Zhong, the soil under 4 pieces of steel plate bases (1.1) are leveled up, is tamped, 4 pieces of steel plate bottoms are determined
After seat (1.1) is spaced size, drill rod (1.4) is hammered into every block of steel plate (1.2) from the top down respectively, makes steel plate base
(1.1) be secured firmly to it is smooth after ground on, 4 channel steel cushion blocks (1.3) are placed on steel plate base (1.1) angle steel
The centre of (18.1.1)；
Assembled ropeway supporting trestle top end holder (2.2.1) is mounted on 4 ropeway supporting trestles by 1.2 with 4 sets of bolts (17.4)
In the open slot on the top support tube (2.1.1), 6 steel wire loop (23.1) one end are connected to ropeway supporting trestle top end holder
On the U-shaped ring (12) of three side (2.2.1), U-shaped ring (12) of the other end respectively with 3 metal parts of pull wire strings (22) is attached；
3 steel wire loops (23.1.1) of 3 steel plate earth anchors (24) and connection are embedded in reinforced steel pipe suspension cable by 1.3 respectively
Three side of crossing frame ropeway supporting trestle.
The assembling and configuration of reinforced steel pipe suspension cable scaffolding ropeway supporting trestle are completed at this time.
2, it stands up, anchor ropeway supporting trestle：
2.1 manually lift assembled 4 ropeway supporting trestle support tubes (2.1.1) and ropeway supporting trestle top end holder (2.2.1),
It is vertical to be put on the intermediate 4 channel steel cushion blocks (1.3) of steel plate base (1.1) angle steel (18.1.1), with 12 sets of bolts (17.5) by 4
Ropeway supporting trestle support tube (2.1.1) and 4 angle steel (18.1.2) are fixed on steel plate base (1.1) angle steel (18.1.1), then
2 angle steel (18.1.3) are fixed on 4 angle steel (18.1.2) with 8 sets of bolts (17.1), it is outstanding to complete reinforced steel pipe at this time
Rope crossing frame ropeway supporting trestle stands up.
2.2 will be connected to 6 steel wire loops (23.1) composition on ropeway supporting trestle top end holder (2.2.1) U-shaped ring (12)
V-shaped metal parts of pull wire string (22) other end U-shaped ring (12) respectively with the steel wire loop on corresponding 3 steel plate earth anchors (24)
(23.1.1) is attached；The anchoring of reinforced steel pipe suspension cable scaffolding ropeway supporting trestle is completed at this time.
3, bracing wire configures：
Ensure that steel wire loop (23.1.1) and ground Jiao≤45 ° Jia can suitably adjust steel wire loop if narrow terrain
The angle of (23.1.1) and ground, and replace thicker steel wire loop and drawn as reinforced steel pipe suspension cable scaffolding ropeway supporting trestle
Line, while deepening effective buried depth of steel plate earth anchor (24), to improve reinforced steel pipe suspension cable scaffolding ropeway supporting trestle integral strength,
Ensure the stability of reinforced steel pipe suspension cable scaffolding ropeway supporting trestle.
4, the scope of application：
Reinforced steel pipe suspension cable scaffolding ropeway supporting trestle, which is suitable for the intermediate support of cableway transport and cableway terminal support, to be made
With.
Subordinate list：《Reinforced steel pipe suspension cable scaffolding-critical piece allocation list》
Reinforced steel pipe suspension cable scaffolding-critical piece allocation list
Claims (5)
1. reinforced steel pipe suspension cable scaffolding, total by split type steel plate base assembly (1), lower support pipe assembly (2), upper support tube
At (3), duplex connection gold utensil string (4), spring vibration-damping component (5), L-type yoke plate (6), electroscope (7), bearing rope component (8), under
Draw double block component (9), four holes win in succession (10), U-bolt (11), U-shaped ring (12), extend ring (13), parallel hanging plate (14),
UB hanging plates (15), hook (16), bolt (17.1-17.5), angle steel (18.1.1-18.6.3), win in succession (19.2.1-19.4.4),
Gin block (20), double block (21.1,21.2), metal parts of pull wire string (22), steel wire loop (23.1-23.9), steel plate earth anchor
(24), block rope (25), motor-driven grinding mill (26), wire rope clip (27), chain block (28), ingot bolt (29), sleeper
(30), critical piece forms, it is characterised in that：
A, split type steel plate base assembly (1) by 4 pieces of independent steel plate bases (1.1), 4 the 1st angle steel 2 (18.1.2), 2 pieces
1 angle steel 3 (18.1.3), 1 gin block (20), 3 U-shaped ring (12) compositions, 4 the 1st angle steel 2 (18.1.2) are by 12 set the 5th
Bolt (17.5) is fixed on the 1st both sides angle steel 1 (18.1.1), and 2 the 1st angle steel 3 (18.1.3) are solid by 8 the 1st bolts (17.1)
It is scheduled on 4 the 1st angle steel 2 (18.1.2), gin block (20) is connected to 2 the 1st angle steel 3 by 1 U-shaped ring (12)
On (18.1.3) interstitial hole；
B, steel plate base (1.1) is by 1 piece of steel plate (1.2), 2 the 1st angle steel 1 (18.1.1), 1 channel steel cushion block (1.3), 4 steel
Pricker (1.4), 12 set of the 2nd bolt (17.2), 3 set of the 5th bolt (17.5) composition, 2 the 1st angle steel 1 (18.1.1) are symmetrically installed
On steel plate (1.2), channel steel cushion block (1.3) is placed among 2 the 1st angle steel 1 (18.1.1), and 4 drill rods (1.4) are respectively symmetrically inserted
On steel plate (1.2)；
C, lower support pipe assembly (2) is by 4 lower support tubes (2.1), lower support tube top end holder (2.2), the 2nd holders of lower support tube
(2.3), the 3rd holder (2.4) of lower support tube, the 4th holder (2.5) of lower support tube composition；
D, lower support tube (2.1) is process by the seamless steel pipe of Ф 108mm*8m long, and bottom passes through 1 set of the 5th bolt (17.5)
It is connect with the 1st angle steel 1 (18.1.1) interstitial hole in steel plate base (1.1), in addition 2 set of the 5th bolt (17.5) is by lower support tube
(2.1) be sandwiched in centre, lower support tube (2.1) is seated on the channel steel cushion block (1.3) of steel plate base (1.1), top have open slot and
Bolt hole；
E, lower support tube top end holder (2.2) by 28 set of the 1st bolt (17.1) and 8 set of the 4th bolt (17.4) by 4 the 2nd angle steel 1
(18.2.1), it 4 the 2nd angle steel 2 (18.2.2), 4 the 2nd angle steel 3 (18.2.3), pulls 1 (19.2.1) and is connected to one for 2 piece the 2nd
It rises, lower support tube top end holder (2.2) is fixed on to the open slot on lower support tube (2.1) top by 4 set of the 4th bolt (17.4)
In, 2 group of the 1st double block (21.1) is hung on the 2nd angle steel 3 (18.2.3), and 4 groups of gin blocks (20) are hung in the 2nd
On the U-shaped ring (12) of angle steel 2 (18.2.2), 16 U-shaped rings (12) and 4 extension rings (13) are mounted on lower support tube top end holder
(2.2) on；
F, the 2nd holder (2.3) of lower support tube is by 28 set of the 1st bolt (17.1), 4 set of the 3rd bolt (17.3) and 8 set of the 4th bolt
(17.4) by 4 the 3rd angle steel 1 (18.3.1), 4 the 3rd angle steel 2 (18.3.2), 4 the 2nd angle steel 3 (18.2.3), 2 piece the 3rd
It pulls 1 (19.3.1) to link together, the 2nd holder (2.3) of lower support tube is placed on lower support tube (2.1), passes through 4 the 1st steel wires
Rope sling (23.1) is hung over below the 2nd angle steel 2 (18.2.2) U-shaped ring (12) of lower support tube top end holder (2.2) at 2m, 4 the 2nd jiao
4 U-shaped rings (12) are hung on steel 3 (18.2.3)；
G, the 3rd holder (2.4) of lower support tube and the 4th holder (2.5) of lower support tube are formed using identical components, by 24 set of the 1st spiral shell
Bolt (17.1), 4 set of the 3rd bolt (17.3) and 8 set of the 4th bolt (17.4) are by 4 the 4th angle steel 1 (18.4.1), 4 the 3rd angle steel 2
(18.3.2), it pulls 1 (19.3.1) and links together for 4 piece the 3rd, the 3rd holder (2.4) of lower support tube and lower the 4th holder of support tube
(2.5) it is placed on lower support tube (2.1), hangs over the 2nd holder (2.3) of lower support tube by 4 the 1st steel wire loops (23.1) respectively
On the 3rd bolt (17.3) of the 3rd holder (2.4) of lower support tube；
H, upper support pipe assembly (3) is by 4 upper support tubes (3.1), upper support tube top end holder (3.2), upper support tube bottom end branch
Frame (3.3), 2 groups of duplex connection gold utensil string (4) compositions；
I, upper support tube (3.1) is process by the seamless steel pipe of Ф 108mm*8m long, upper support tube top end holder (3.2) and upper
Support tube bottom end holder (3.3) is fixed on opening for upper support tube (3.1) top and bottom end by 4 set of the 5th bolt (17.5) respectively
In mouth slot, lower support tube top end holder (2.2), the 2nd holder (2.3) of lower support tube, the 3rd holder (2.4) of lower support tube cover respectively
In on 4 upper support tubes (3.1)；
J, upper support tube top end holder (3.2) by 20 set of the 1st bolt (17.1) and 4 set of the 3rd bolt (17.3) by 4 the 5th angle steel 1
(18.5.1), 4 the 5th angle steel 2 (18.5.2) and 2 piece the 4th pull 1 (19.4.1) and link together, by 4 set of the 4th bolt
(17.4) 4 the 5th angle steel 1 (18.5.1) are fixed in the open slot on upper support tube (3.1) top, upper support tube top end holder
(3.2) 4 U-bolts (11) and 8 U-shaped rings (12) are installed；
K, upper support tube bottom end holder (3.3) by 32 set of the 1st bolt (17.1) and 2 set of the 3rd bolt (17.3) by 4 the 6th angle steel 1
(18.6.1), 4 the 6th angle steel 2 (18.6.2) and 8 the 6th angle steel 3 (18.6.3) link together, by 4 set of the 4th bolt
(17.4) 4 the 6th angle steel 1 (18.6.1) are fixed in the open slot of upper support tube (3.1) bottom end, the 6th angle steel 1 (18.6.1)
On be symmetrically installed with 2 group of the 2nd double block (21.2), 8 the 6th angle steel 3 (18.6.3) are fixed on the 6th angle steel 2 (18.6.2),
12 U-shaped rings (12) are installed on upper support tube bottom end holder (3.3)；
L, 2 the 7th steel wire loops (23.7) are symmetrically pacified from the 6th angle steel 1 (18.6.1) of upper support tube bottom end holder (3.3) respectively
Fill 2 group of the 2nd double block (21.2) pulley and 2 groups of the installation of lower the 2nd angle steel 1 (18.2.1) of support tube top end holder (2.2)
Passed through in the pulley of 1st double block (21.1), 2 the 7th steel wire loop (23.7) both ends respectively with lower the 2nd holder of support tube
(2.3) U-shaped ring (12) connection hung on the 2nd angle steel 3 (18.2.3) of both sides；
M, duplex connection gold utensil string (4) is by 1 group of spring vibration-damping component (5), 1 piece of L-type yoke plate (6), 1 electroscope (7) and 3 U
Type ring (12) forms, and electroscope (7) is mounted on the interstitial hole of L-type yoke plate (6), spring vibration-damping component (5) and L-type yoke plate (6)
It is cascaded by 1 U-shaped ring (12), the U of 2 groups of duplex connection gold utensil string (4) one end and upper support tube top end holder (3.2)
Type ring (12) is connected, and the other end is connect with the 9th steel wire loop (23.9) of bearing rope component (8)；
N, spring vibration-damping component (5) is by 2 pieces of steel plates (5.1), 1 the 1st spring (5.2), 1 the 2nd spring (5.3), 2 single u-shaped spiral shells
Bolt (11.1) forms, and the 1st spring (5.2) and the 2nd spring (5.3) are sandwiched among 2 pieces of steel plates (5.1), 2 single u-shaped bolts (11.1)
In the through-core hole of 2 pieces of steel plates (5.1), spring vibration-damping component (5) one end is connect with the U-shaped ring (12) on L-type yoke plate (6),
The other end is connect with the U-shaped ring (12) on upper support tube top end holder (3.2)；
O, bearing rope component (8) be through in wire rope casing (8.1) by the 9th steel wire loop (23.9) and with both ends reinforced steel pipe
U-shaped ring (12) connection on suspension cable scaffolding duplex connection gold utensil string (4), wire rope casing (8.1) selects PVC material, in drying
Outdoor environment under, have certain insulation function；
P, drop-down double block component (9) is by 1 the 1st double block (21.1), 1 set of parallel hanging plate (14), 1 UB hanging plate
(15), 1 piece of four hole is won in succession (10) and 3 U-shaped rings (12) are composed in series, and drop-down double block component (9) is won in succession by four holes
(10) the intermediate U-shaped ring (12) in lower section is connect with one end of the 8th steel wire loop (23.8), and the 8th steel wire loop (23.8), which passes through, to be divided
Gin block (20), the other end are wrapped on the reel of motor-driven grinding mill (26) on body formula steel plate base assembly (1), 2 the 1st steel wires
The one end rope sling 1 (23.1.1) is hung in four holes and wins in succession below (10) on the U-shaped ring (12) of both sides, the other end and split type steel plate
U-shaped ring (12) connection of both sides on the 1st angle steel 3 (18.1.3) of base assembly (1)；
Q, four holes win in succession (10) be process by 20mm steel plates, for pulling down double block component (9) and metal parts of pull wire string (22)；
R, hook (16) is process by 20mm steel plates, is promoted for support pipe assembly (3) on reinforced steel pipe suspension cable scaffolding
The component being fixed in afterwards on the 1st angle steel 2 (18.1.2) of split type steel plate base assembly (1), 4 hook (16) on it is U-shaped
Ring (12) is connect with one end of 4 the 8th steel wire loops (23.8), and 4 the 8th steel wire loops (23.8) are respectively from lower support tube top
It is passed through in the pulley for 2 groups of gin blocks (20) that the both sides holder (2.2) the 2nd angle steel 2 (18.2.2) are respectively installed, 4 the 8th steel wire ropes
Cover (23.8) other end respectively with 4 U-shaped rings (12) on (3.3) 8 the 6th angle steel 3 (18.6.3) of upper support tube bottom end holder
Connection；
S, metal parts of pull wire string (22) is won in succession (10) by 4 piece of four hole and 13 U-shaped rings (12) form, on one end and steel plate earth anchor (24)
The connection of the 1st steel wire loop 1 (23.1.1), the other end respectively with the 2nd steel wire loop (23.2), the 3rd steel wire loop (23.3), the
4 steel wire loops (23.4), the 5th steel wire loop (23.5), the connection of the 6th steel wire loop (23.6) form V-shaped bracing wire；
T, steel plate earth anchor (24) is embedded in reinforced steel pipe suspension cable scaffolding surrounding, the 1st steel wire rope on steel plate earth anchor (24) respectively
1 (23.1.1) of set is connect with the U-shaped ring (12) of metal parts of pull wire string (22)；
U, block rope (25) is worked out by nylon rope, is hung on the 9th steel wire loop (23.9), is being crossed over by U-shaped ring (12)
It is used when highway, railway；
V, motor-driven grinding mill (26) is connected to the of reinforced steel pipe suspension cable scaffolding both ends steel plate earth anchor (24) by U-shaped ring (12)
On 1 steel wire loop 1 (23.1.1), motor-driven grinding mill (26) props up in the reinforced steel pipe suspension cable scaffolding that stands up, the gentle drop of promotion
It is used when stay tube assembly (3)；
W, wire rope clip (27) and chain block (28) make for promoting support pipe assembly (3) when loosening hook (16)
With, 4 wire rope clips (27) are fixed on 4 the 8th steel wire loops (23.8), the hook of 4 chain blocks (28) with
Wire rope clip (27) connection ring is connected, and chain block (28) other end hangs over split type the 1st angle steel of steel plate base assembly (1)
On 2 (18.1.2), rotating link chain cucurbit (28) handle loosens hook (16) while supporting pipe assembly (3) in promotion.
2. according to the reinforced steel pipe suspension cable scaffolding described in claim 1, it is characterized in that：Branch in channel steel cushion block (1.3)
Under support, lower support tube (2.1) is stood on channel steel cushion block (1.3) completely, reduces lower support tube (2.1) to the 5th bolt
(17.5) shearing force；By lower support tube under the collective effect of 4 the 1st angle steel 2 (18.1.2) and 12 set of the 5th bolt (17.5)
(2.1) it fixes and keeps whole vertical；After drill rod (1.4) is fully inserted into steel plate (1.2), reinforced steel pipe suspension crossing is improved
The stability of frame.
3. according to the reinforced steel pipe suspension cable scaffolding described in claim 1, it is characterized in that：Wire rope casing (8.1) is selected
PVC material has certain insulation function, bearing rope component (8) and duplex connection gold utensil string under dry outdoor environment
(4) after connecting, above by crossing frame under external impacts effect, spring vibration-damping component (5) can play cushioning effect, indirectly
Improve the stability of reinforced steel pipe suspension cable scaffolding；After electroscope (7) is installed, meets induced current and touch bearing rope group
Part (8) and duplex connection gold utensil string (4), electroscope (7) can alarm, can warn in reinforced steel pipe suspension crossing in flicker automatically
Staff near frame prevents the generation of Danger Electric shock risk.
4. according to the reinforced steel pipe suspension cable scaffolding described in claim 1, it is characterized in that：Upper support pipe assembly (3) carries
Rise is determined by the drawing length of the 9th steel wire loop (23.9) below drop-down double block component (9)；4 the 8th steel wire loops
(23.8) it is fixed on the 1st angle steel 2 (18.1.2) of split type steel plate base assembly (1) with hook (16), can be used as support tube
Second protection measure after assembly (3) promotion, increases the external force resistance impact of reinforced steel pipe suspension cable scaffolding.
5. according to the reinforced steel pipe suspension cable scaffolding described in claim 1, it is characterized in that：6 groups of metal parts of pull wire strings (22) point
Not with the 2nd steel wire loop (23.2), the 3rd steel wire loop (23.3), the 4th steel wire loop (23.4), the 5th steel wire loop (23.5),
After 6th steel wire loop (23.6) and steel plate earth anchor (24) connection, it is outstanding to effectively improve reinforced steel pipe for the V-shaped bracing wire string of formation
The overall stability of rope crossing frame.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721125831.7U CN207677356U (en) | 2017-09-05 | 2017-09-05 | Reinforced steel pipe suspension cable scaffolding |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721125831.7U CN207677356U (en) | 2017-09-05 | 2017-09-05 | Reinforced steel pipe suspension cable scaffolding |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207677356U true CN207677356U (en) | 2018-07-31 |
Family
ID=62953623
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721125831.7U Withdrawn - After Issue CN207677356U (en) | 2017-09-05 | 2017-09-05 | Reinforced steel pipe suspension cable scaffolding |
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| Country | Link |
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| CN (1) | CN207677356U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107370075A (en) * | 2017-09-05 | 2017-11-21 | 韩斌 | Reinforced steel pipe suspension cable scaffolding |
| CN111917090A (en) * | 2020-08-07 | 2020-11-10 | 国网湖南省电力有限公司 | 10kV line live crossing frame and erection method thereof |
-
2017
- 2017-09-05 CN CN201721125831.7U patent/CN207677356U/en not_active Withdrawn - After Issue
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107370075A (en) * | 2017-09-05 | 2017-11-21 | 韩斌 | Reinforced steel pipe suspension cable scaffolding |
| CN107370075B (en) * | 2017-09-05 | 2022-09-23 | 韩斌 | Reinforced steel pipe suspension cable crossing frame |
| CN111917090A (en) * | 2020-08-07 | 2020-11-10 | 国网湖南省电力有限公司 | 10kV line live crossing frame and erection method thereof |
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