CN206940276U - A kind of special cantilever simple crane of high-speed railway shield - Google Patents
A kind of special cantilever simple crane of high-speed railway shield Download PDFInfo
- Publication number
- CN206940276U CN206940276U CN201720626564.5U CN201720626564U CN206940276U CN 206940276 U CN206940276 U CN 206940276U CN 201720626564 U CN201720626564 U CN 201720626564U CN 206940276 U CN206940276 U CN 206940276U
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- CN
- China
- Prior art keywords
- speed railway
- crane
- longeron
- inner upright
- upright mounting
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
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- Jib Cranes (AREA)
Abstract
A kind of special cantilever simple crane of high-speed railway shield is the utility model is related to, belongs to high-speed railway construction matching tooling field, can efficient lift up rapidly and installation high-speed railway bridge shield.It includes inner upright mounting, outer mast, crane girder, connection beam group, cable hoist and electric block;Cable hoist is installed on the inclined column in inner upright mounting one end;Described crane girder one end is fixed on the upper longeron II of outer mast, and middle part is fixed on the upper longeron I of inner upright mounting, and the other end is cantilever;Electric block is arranged on crane girder, can be walked up and down along crane girder.The utility model for it is a kind of with it is mobile, can lift by crane shield, do not influence the other procedures of bridge floor and the jib crane of effect that cost, low effect are high.
Description
Technical field
A kind of special cantilever simple crane of high-speed railway shield is the utility model is related to, belongs to the supporting work of high-speed railway construction
Dress field, can efficient lift up rapidly and installation high-speed railway bridge shield.
Background technology
High-speed railway bridge shield, be a kind of prefabricated concrete component, installed in the both sides of high-speed railway bridge, it with
Bridge installs concrete prefabricated guardrail or sound barrier thereon by casting concrete again after reinforcing bar bind.The main function of shield
Have:Ensure that bridge appearance is attractive in appearance;As the rear external mold compared with pouring concrete;Basis is provided for guardrail and sound barrier.
Shield is typically divided to two kinds, sound barrier shield and railing shield.Wherein sound barrier shield maximum weight 1420kg, railing
Shield is 700kg.Because shield quantity is more during construction, typically constructed simultaneously using multiple devices segmentation, construction machinery is typically adopted
Installed with modes such as truck crane, bridge floor crawler crane, cantilever gantry cranes.Using truck crane, bridge floor crawler crane when being installed on bridge floor
Bridge floor space is taken, influences vehicle pass-through;Command difficulty big when being lifted using truck crane under bridge, equally take builder's road,
Influence miscellaneous equipment, vehicle pass-through.In addition, no matter using truck crane, bridge floor crawler crane or cantilever gantry crane installation, exist
The problems such as effect is low, expense is larger.
The content of the invention
The purpose of this utility model be to provide it is a kind of it is mobile, can lift by crane shield, not influence bridge floor other, and processes are made
Industry and the high special cantilever simple crane of a kind of high-speed railway shield of cost, low effect.
The utility model to achieve these goals, adopts the following technical scheme that:
A kind of special cantilever simple crane of high-speed railway shield, it include inner upright mounting, outer mast, crane girder, connection beam group,
Cable hoist and electric block;
The inner upright mounting includes the column of lower longeron, upper longeron I and a pair of opposite tilts, the upper end of column and upper longeron I
Connection, the lower end of column are connected with lower longeron, and connected mode is bolt;
The outer mast includes upper longeron II, a pair oblique columns and diagonal brace I, and the upper end of diagonal brace I is connected with upper longeron II, tiltedly
The oblique column connection in lower end of support I, connected mode is bolt;
Cable hoist is installed on the inclined column in inner upright mounting one end;
Described crane girder one end is fixed on the upper longeron II of outer mast, and middle part is fixed on the upper longeron I of inner upright mounting, separately
One end is cantilever;
Electric block is arranged on crane girder, can be walked up and down along crane girder.
Inner upright mounting, outer mast are linked to be an entirety by connection beam group.
Further, the connected mode between upper longeron II, a pair oblique columns and diagonal brace I is bolt.
Further, the connected mode between the column of lower longeron, upper longeron I and a pair of opposite tilts is bolt.
Further, the lower end of inner upright mounting and outer mast is provided with travelling wheel.
Further, connection beam group includes 2 sills, 2 entablatures, 4 diagonal braces II.
Further, counterweight is located on lower longeron.
Further, rain cover partially or fully going along with sb. to guard him the top surface of whole shield straddle truck and side.
Further, rain cover is made up of color steel tile, battenboard or sunlight tile.
Further, counterweight bearing and anchor ear are installed on the lower longeron of inner upright mounting.
Further, travelling wheel is directly supported on ground using deep groove ball bearing.
The beneficial effects of the utility model are:
The utility model for it is a kind of with it is mobile, can lift by crane shield, do not influence the other procedures of bridge floor and into
Originally, the jib crane of the high effect of low effect.
Brief description of the drawings
Fig. 1 is depression angle schematic diagram of the present utility model;
Fig. 2 is the A-A faces schematic diagram in Fig. 1;
Fig. 3 is the B-B faces schematic diagram in Fig. 1;
Fig. 4 is the C-C faces schematic diagram in Fig. 1;
Fig. 5 is Roadway Construction schematic diagram.
Embodiment
The utility model is described in detail below in conjunction with the accompanying drawings:
A kind of special cantilever simple crane of high-speed railway shield, it includes:Inner upright mounting 1, outer mast 2, crane girder 3, contact
Beam group 4, rain cover 5, counterweight 6, travelling wheel 7, cable hoist 8 and electric block 9.
The inner upright mounting is made up of the column 13 of lower longeron 11, upper longeron I 12 and a pair of opposite tilt certain angles, section
It is to use I-steel, connected mode is bolt.
The outer mast is made up of upper longeron II 21, a pair oblique columns 22 and diagonal brace I 23, section be using I-steel,
Connected mode is bolt;The distance between inside and outside door frame meets the distance between bridge floor protecting wall and straight wall, and leaves certain
Gap, prevent the collision protection wall during traveling of travelling wheel 7.
The bottom of inside and outside door frame is provided with travelling wheel 7.
Counterweight bearing and anchor ear are installed, counterweight 6 uses sound barrier shield under inner upright mounting on longeron.The one end of inner upright mounting 1 it is oblique
Finished cable capstan winch 8 is installed on column.
Two Pin door frames are linked to be an entirety by connection beam group.
Connection beam group includes 2 diagonal braces II 43 of entablature 41,4 of sill 42,2;Height of the sill 42 apart from ground
Degree will meet personnel and the requirement for height that sound barrier shield passes through.
The crane girder 3 is process using I-steel, and one end is fixed on the upper longeron of outer mast, and middle part is fixed on interior
On the upper longeron of door frame, the other end is cantilever.
Electric block 9 is arranged on crane girder, can be walked up and down along crane girder.
Rain cover 5 is process by color steel tile, battenboard or sunlight tile, by the top surface of whole shield straddle truck and side
Partially or fully go along with sb. to guard him, there is the function of rain-proof.
Travelling wheel 7 is directly supported on ground using deep groove ball bearing, and travelling wheel need to be adjusted manually without steering, during steering
It is whole.
Operation principle:
Need to install counterweight before construction, shield is transported and lifted to the cable duct on the outside of bridge floor protecting wall.Construction
When shield straddle truck is manually pushed into operating position, drawn out cable is connected to the power supply being provided about from cable hoist.Will be electronic
Cucurbit is run to close to the position of inner upright mounting, putting down after suspension hook and shield connect, and lifting hook, shield is hung into ground and surpassed
Cross the height of reserved steel bar.Then electric block is outwards run to the top of installation site, puts down suspension hook, human assistance, make
Shield falls into installation site.After one piece of shield installation, promote shield gantry to be hung to the installation site of next shield, continue to pacify
Dress.
Claims (10)
- A kind of 1. special cantilever simple crane of high-speed railway shield, it is characterised in that:It includes inner upright mounting(1), outer mast(2)、 Crane girder(3), connection beam group(4), cable hoist(8)And electric block(9);The inner upright mounting(1)Including lower longeron(11), upper longeron I(12)With the column of a pair of opposite tilts(13), column(13) Upper end and upper longeron I(12)Connection, column(13)Lower end and lower longeron(11)Connection, connected mode are bolt;The outer mast(2)Including upper longeron II(21), a pair of oblique columns(22)With diagonal brace I(23), diagonal brace I(23)Upper end with Upper longeron II(21)Connection, diagonal brace I(23)The oblique column in lower end(22)Connection, connected mode are bolt;Inner upright mounting(1)The inclined column in one end(13)On cable hoist is installed(8);The crane girder(3)One end is fixed on outer mast(2)Upper longeron II(21)On, middle part is fixed on inner upright mounting(1)It is upper Longeron I(12)On, the other end is cantilever;Electric block(9)Installed in crane girder(3)On, can be along crane girder(3)Walk up and down;Inner upright mounting(1), outer mast(2)Pass through connection beam group(4)It is linked to be an entirety.
- 2. the special cantilever simple crane of high-speed railway shield according to claim 1, it is characterised in that:Upper longeron II (21), a pair of oblique columns(22)With diagonal brace I(23)Between connected mode be bolt.
- 3. the special cantilever simple crane of high-speed railway shield according to claim 1, it is characterised in that:Lower longeron(11)、 Upper longeron I(12)With the column of a pair of opposite tilts(13)Between connected mode be bolt.
- 4. the special cantilever simple crane of high-speed railway shield according to claim 1, it is characterised in that:In inner upright mounting(1) With outer mast(2)Lower end be provided with travelling wheel(7).
- 5. the special cantilever simple crane of high-speed railway shield according to claim 1, it is characterised in that:Connection beam group(4) Including 2 sills(42), 2 pieces entablatures(41), 4 pieces diagonal braces II(43).
- 6. the special cantilever simple crane of high-speed railway shield according to claim 1, it is characterised in that:Counterweight(6)It is located at Lower longeron(11)On.
- 7. the special cantilever simple crane of high-speed railway shield according to claim 1, it is characterised in that:Rain cover(5)Will The top surface of whole shield straddle truck and partially or fully going along with sb. to guard him for side.
- 8. the special cantilever simple crane of high-speed railway shield according to claim 7, it is characterised in that:Rain cover(5)By Color steel tile, battenboard or sunlight tile composition.
- 9. the special cantilever simple crane of high-speed railway shield according to claim 1, it is characterised in that:Inner upright mounting(1)'s Lower longeron(11)Upper installation counterweight bearing and anchor ear.
- 10. the special cantilever simple crane of high-speed railway shield according to claim 4, it is characterised in that:Travelling wheel(7)Adopt It is directly supported at deep groove ball bearing on ground.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201720626564.5U CN206940276U (en) | 2017-06-01 | 2017-06-01 | A kind of special cantilever simple crane of high-speed railway shield |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN201720626564.5U CN206940276U (en) | 2017-06-01 | 2017-06-01 | A kind of special cantilever simple crane of high-speed railway shield |
Publications (1)
Publication Number | Publication Date |
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CN206940276U true CN206940276U (en) | 2018-01-30 |
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CN201720626564.5U Expired - Fee Related CN206940276U (en) | 2017-06-01 | 2017-06-01 | A kind of special cantilever simple crane of high-speed railway shield |
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CN (1) | CN206940276U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107161869A (en) * | 2017-06-01 | 2017-09-15 | 中铁四局集团机电设备安装有限公司 | A kind of special cantilever simple crane of high-speed railway shield |
-
2017
- 2017-06-01 CN CN201720626564.5U patent/CN206940276U/en not_active Expired - Fee Related
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107161869A (en) * | 2017-06-01 | 2017-09-15 | 中铁四局集团机电设备安装有限公司 | A kind of special cantilever simple crane of high-speed railway shield |
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Legal Events
Date | Code | Title | Description |
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GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180130 Termination date: 20180601 |