CN101967799A - Light-weight truss cradle - Google Patents
Light-weight truss cradle Download PDFInfo
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- CN101967799A CN101967799A CN 201010545953 CN201010545953A CN101967799A CN 101967799 A CN101967799 A CN 101967799A CN 201010545953 CN201010545953 CN 201010545953 CN 201010545953 A CN201010545953 A CN 201010545953A CN 101967799 A CN101967799 A CN 101967799A
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- hanging basket
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Abstract
The invention relates to special construction equipment for the form assembly/removal of a bridge percussion wall, the concrete casting construction of a cantilever, the stretching of transverse prestressing tendons of a box girder and the suspended external decoration construction of a high-speed railway, an overhead road and the like, in particular to a light-weight truss cradle. The invention is characterized in that the truss cradle comprises a major truss structure, a suspension system, a tail counterweight balance system and a traveling system, wherein the major truss structure is provided with a plurality of frame structures formed by welding of channel steel and I-beam steel; the suspension system is arranged at one side of the major truss structure; the tail counterweight balance system is arranged at the other side of the major truss structure opposite to the suspension system; and the traveling system is symmetrically installed on a plurality of steel wheel support structures at both sides of a flange plate on the bottom surface of the major truss structure and is used for enabling the cradle to move and travel on the bridge floor. The cradle has the advantages of simple structure, light weight and fast assembly and disassembly; the cradle can travel on the bridge floor, thereby facilitating transport and preservation; the height of the cantilever is adjustable, thereby realizing high adaptability; and the structure is formed by the combination of multiple sections, thereby ensuring simple assembly and high exchangeability.
Description
Technical field
The present invention relates to be used for the special construction apparatus of bridge-collision-avoidance wall assembling and dismantling mould, cantilever pouring concrete construction, the Shu Zhangla operation of case beam transverse prestress and hanging-outside decoration and constructions such as high-speed railway, elevated road, be specifically related to a kind of light truss Hanging Basket.
Background technology
At present when bridge-collision-avoidance wall assembling and dismantling moulds such as high-speed railway, elevated road, cantilever pouring concrete construction and Shu Zhangla operation of case beam transverse prestress and hanging-outside decoration and construction, adopt lands that steel pipe scaffold, suspended formwork support, A-frame form template supports or suspension type steel pipe template support etc. more.Land steel pipe scaffold to site requirements height, steel pipe consumption big and long construction period, can not be used for the bridge crossing construction or on stride the existing line construction; Suspended formwork supports and A-frame form template supports installation and removes difficulty, and security risk is big; Suspended formwork support need be when bridge deck concrete be mated formation layer construction pre-buried resistance to plucking reinforcing bar and with the steel pipe welding to prevent toppling of support system, its rigidity is little, cost is high, complex structure.
Summary of the invention
The objective of the invention is according to above-mentioned the deficiencies in the prior art part, a kind of light truss Hanging Basket is provided, this light truss Hanging Basket adopts the assembling design, and overall structure is divided into the truss agent structure, hanging system, tail balancing weight system in equilibrium, Running System, overcome the deficiency in the above-mentioned technology, a kind of assemble simple and the strong Hanging Basket of interchangeability are provided.
The object of the invention realizes being finished by following technical scheme:
A kind of light truss Hanging Basket is used for bridge-collision-avoidance wall assembling and dismantling mould, cantilever pouring concrete construction, the Shu Zhangla operation of case beam transverse prestress and hanging-outside decoration and construction, it is characterized in that described truss Hanging Basket includes:
The truss agent structure, have a plurality of frame constructions that constitute by channel-section steel and i iron welding, described frame construction is equipped with flanged plate in both ends up and down, is welded with the steel plate earrings of band circular hole on the described channel-section steel, and combines as a whole by angle steel structure and described steel plate earrings bolt;
Hanging system, be located at described truss agent structure one side, constitute by at least one group of mutual upper cantilever i iron connected vertically and square steel pipe, the flanged plate of described upper cantilever i iron and described truss agent structure upper end be arranged in parallel and bolt, and described square steel pipe is connected with described upper cantilever i iron movable;
The tail balancing weight system in equilibrium, be located at the opposite side of described truss agent structure with respect to described hanging system, and with the flanged plate bolt of described truss agent structure, described tail balancing weight system in equilibrium is adopted the flanged plate bolt by two ends up and down square steel pipe is as hanging rod member, and adopts channel-section steel and square steel pipe bolt to combine as a whole;
Running System, symmetry are installed on a plurality of steel wheel seat structures of the flanged plate both sides of described truss agent structure bottom surface, are used for described Hanging Basket and are movably walking on bridge floor.
Described steel plate earrings is symmetrically distributed in described agent structure up and down.
Described square steel pipe with the concrete mode that described upper cantilever i iron movable is connected is: described square steel pipe is connected by the cover latch structure with described upper cantilever i iron end.
In the described cover latch structure: to connect the spacing in hole be 10cm to adjacent pin on any two vertical direction, and the quantity that described pin connects the hole is 7; Connecting bolt is selected 8.8 grades M20 high-strength bolt pin joint.
The quantity of described mutual upper cantilever i iron connected vertically and square steel pipe is 4 groups.
Described steel wheel seat structure includes one and is used for and the fixing gripper shoe of the bottom surface bolt of described truss agent structure, described gripper shoe lower end is welded with two parallel wheel carriers, the other end of described wheel carrier is respectively equipped with corresponding copper sheathing bearing, be set with a main shaft in the described two copper sheathing bearings, be fixed with a roller on the described main shaft.
The diameter of described roller is 100mm.
The quantity of described steel wheel seat structure is 8, is divided into two groups and bilateral symmetry and is distributed in described truss agent structure bottom.
Four steel wheel seat structures of described every side all adopt steel plate or channel-section steel pad to put down.
Advantage of the present invention is: this cradle structure is simple, light and handy, assembly and disassembly are quick; Can along the bridge floor traveling, be convenient to the carrying, the keeping, cantilever height is adjustable, compliance is strong; Structure is segmented to combine, and assembling is simple and interchangeability is strong.
Description of drawings
Accompanying drawing 1 is an embodiment of the invention general assembly front view;
Accompanying drawing 2 is an embodiment of the invention general assembly vertical view;
Accompanying drawing 3 is an embodiment of the invention truss agent structure schematic diagram;
Accompanying drawing 4 is an embodiment of the invention steel wheel seat structure schematic diagram.
The specific embodiment
Feature of the present invention and other correlated characteristic are described in further detail by embodiment below in conjunction with accompanying drawing, so that technician's of the same trade understanding:
As shown in Figures 1 to 4, always represent respectively with reference to label 1-13: truss agent structure 1, hanging system 2, support and connection are 3, tail balancing weight system in equilibrium 4, Running System 5, upper cantilever i iron 6, square steel pipe 7, gripper shoe 8, wheel carrier 9, copper sheathing bearing 10, main shaft 11, roller 12, pin connect hole 13.
Referring to Fig. 1-4, the basic structure of cradle structure can be divided into truss agent structure 1 according to the purposes difference among the present invention, and hanging system 2, support and connection are 3, tail balancing weight system in equilibrium 4, Running System 5 five major parts.
1 truss agent structure 1
2 hanging systems 2
3 support and connection are 3
Support and connection are that 3 main materials are selected angle steel for use, divide size two kinds of specifications.Be applied to connect between the truss, the ramuscule support forms the main stabilizing member of Hanging Basket frame construction.Big bracing frame forms the globality of a long unit of 6m.Size bracing frame appearance and size difference therefore can not be general, all selects for use the steel bushing bolt to be connected with the truss hole but support and connection are 3 type of attachment, connecting bolt is equal can exchange general.
4 tail balancing weight system in equilibriums 4
Tail balancing weight system in equilibrium 4 is mainly used in the platform that Hanging Basket overturning or slip resistance analysis safety is put the ballast material.Its material selection 100 * 50 * 5mm square steel pipe is hung rod member and is all adopted the flanged plate bolt to connect up and down, and platform structure adopts No. 10 common channel-section steels to be connected with the square steel pipe bolt.The suspension rod installation dimension all accomplishes to exchange.
5 Running Systems 5
Running System 5 is mainly whole the moving of Hanging Basket assembling back block construction and uses, and is installed on a plurality of steel wheel seat structures of the flanged plate both sides of truss agent structure 1 bottom surface for symmetry.Wherein the steel wheel seat structure includes one and is used for and gripper shoe 8 that the bottom surface bolt of truss agent structure 1 is fixing, gripper shoe 8 lower ends are welded with two parallel wheel carriers 9, the other end of wheel carrier 9 is respectively equipped with corresponding copper sheathing bearing 10, be set with a main shaft 11 in two copper sheathing bearings 10, be fixed with the roller 12 of a diameter 100mm on the main shaft.Adopting the reason of copper sheathing bearing 10 is that environment is abominable in bridge construction, plain bearing is prone to fault, and 10 body structures of copper sheathing bearing cause resistance big, and especially the confficient of static friction and the coefficient of kinetic friction differ bigger, make to have static easily, fixing characteristic.The grease of should annotating during the assembling of this steel wheel seat structure guarantees the lubricated parts depreciation that reduces, all can dismounting for ease of maintaining whole parts.
More than describe the structure of Hanging Basket designed among the present invention in detail, below above-mentioned apparatus structure require to describe for the assembly manipulation of this hanging basket:
(1) must be familiar with the brief introduction of manual inner structure before the Hanging Basket operation.Specify concrete administrative staff, solution structure master assembly unit order, use and deposit and should take necessary safeguard measure, to guarantee the intact of cradle structure part.
(2) Hanging Basket is on viaduct during spelling, and the Suspension hanger device should be selected existing railway line bridge side to have on the job platform to install.
(3) spelling is finished and can be taked artificial pass or Volume raises and dilatoryly moves forward along bridge behind 6 meters long Hanging Baskets of a cell cube.
(4) Running System 5 of each Hanging Basket block construction has disposed 8 steel wheels and has supported bridge floor.In order to guarantee that steel wheel bears Hanging Basket deadweight walking simultaneously, must every side four wheels pad is flat, the flat material of pad adopts steel plate or greater than No. 20 channel-section steels.Must transition level up when especially wheel is by bridge end shrinkage joint.
(5) instrument, concrete particle, the foreign material when preventing that personnel from constructing fall, and the bottom panel of hanging system 2 and side panel all adopt the wooden forms sealing of 18 millimeters thick.The Dense mesh screen sealing is adopted in 2 meters high tops of side panel.Fixing means is taked to hole on the plank, the colligation of 4 millimeters iron galvanized wires.To stride railway division when construction even more important last in this requirement.
(6) Hanging Basket before hang square steel pipe 7 and must select 8.8 grades M20 high-strength bolt pin joint with the cover connecting bolt, bolt quantity one termination must not be less than 2, forbids to adopt other materials to replace usefulness.
(7) concrete block of afterbody ballast material selection criteria module weight comes ballast, can carry, and weight is clear.Require to stack by the afterbody outside to the greatest extent, make every effort to even distribution.Forbid the material of irregular size weight to be stacked carelessly and make the stable equilibrium ballast.
Claims (9)
1. a light truss Hanging Basket is used for bridge-collision-avoidance wall assembling and dismantling mould, cantilever pouring concrete construction, the Shu Zhangla operation of case beam transverse prestress and hanging-outside decoration and construction, it is characterized in that described truss Hanging Basket includes:
The truss agent structure, have a plurality of frame constructions that constitute by channel-section steel and i iron welding, described frame construction is equipped with flanged plate in both ends up and down, is welded with the steel plate earrings of band circular hole on the described channel-section steel, and combines as a whole by angle steel structure and described steel plate earrings bolt;
Hanging system, be located at described truss agent structure one side, constitute by at least one group of mutual upper cantilever i iron connected vertically and square steel pipe, the flanged plate of described upper cantilever i iron and described truss agent structure upper end be arranged in parallel and bolt, and described square steel pipe is connected with described upper cantilever i iron movable;
The tail balancing weight system in equilibrium, be located at the opposite side of described truss agent structure with respect to described hanging system, and with the flanged plate bolt of described truss agent structure, described tail balancing weight system in equilibrium is adopted the flanged plate bolt by two ends up and down square steel pipe is as hanging rod member, and adopts channel-section steel and square steel pipe bolt to combine as a whole;
Running System, symmetry are installed on a plurality of steel wheel seat structures of the flanged plate both sides of described truss agent structure bottom surface, are used for described Hanging Basket and are movably walking on bridge floor.
2. a kind of light truss Hanging Basket according to claim 1 is characterized in that: described steel plate earrings is symmetrically distributed in described agent structure up and down.
3. a kind of light truss Hanging Basket according to claim 1 is characterized in that described square steel pipe with the concrete mode that described upper cantilever i iron movable is connected is: described square steel pipe is connected by the cover latch structure with described upper cantilever i iron end.
4. a kind of light truss Hanging Basket according to claim 3 is characterized in that in the described cover latch structure: to connect the spacing in hole be 10cm to adjacent pin on any two vertical direction, and the quantity that described pin connects the hole is 7; Connecting bolt is selected 8.8 grades M20 high-strength bolt pin joint.
5. a kind of light truss Hanging Basket according to claim 1 is characterized in that: the quantity of described mutual upper cantilever i iron connected vertically and square steel pipe is 4 groups.
6. a kind of light truss Hanging Basket according to claim 1, it is characterized in that: described steel wheel seat structure includes one and is used for and the fixing gripper shoe of the bottom surface bolt of described truss agent structure, described gripper shoe lower end is welded with two parallel wheel carriers, the other end of described wheel carrier is respectively equipped with corresponding copper sheathing bearing, be set with a main shaft in the described two copper sheathing bearings, be fixed with a roller on the described main shaft.
7. a kind of light truss Hanging Basket according to claim 6 is characterized in that: the diameter of described roller is 100mm.
8. according to claim 1 or 6 described a kind of light truss Hanging Baskets, it is characterized in that: the quantity of described steel wheel seat structure is 8, is divided into two groups and bilateral symmetry and is distributed in described truss agent structure bottom.
9. a kind of light truss Hanging Basket according to claim 8 is characterized in that: four steel wheel seat structures of described every side all adopt steel plate or channel-section steel pad to put down.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201010545953A CN101967799B (en) | 2010-11-16 | 2010-11-16 | Light-weight truss cradle |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201010545953A CN101967799B (en) | 2010-11-16 | 2010-11-16 | Light-weight truss cradle |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN101967799A true CN101967799A (en) | 2011-02-09 |
| CN101967799B CN101967799B (en) | 2012-08-29 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201010545953A Active CN101967799B (en) | 2010-11-16 | 2010-11-16 | Light-weight truss cradle |
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| CN (1) | CN101967799B (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102168412A (en) * | 2011-03-15 | 2011-08-31 | 广东水电二局股份有限公司 | Cradle and method for dam elevation construction by using same |
| CN102561211A (en) * | 2012-01-11 | 2012-07-11 | 中建七局第二建筑有限公司 | Hanging basket for protecting collision-prevention wall |
| CN103015321A (en) * | 2011-09-23 | 2013-04-03 | 江苏雄宇重工科技股份有限公司 | Overlong hanging basket for triangular truss combined type bridge |
| CZ304398B6 (en) * | 2011-05-26 | 2014-04-16 | Metrostav A. S. | Method of gradual transferable formation of shuttering bearing surface when casting highway bridge structure with transfer center |
| CN103938554A (en) * | 2014-04-14 | 2014-07-23 | 中铁四局集团第一工程有限公司 | Method for constructing hanging basket under railway box girder flange plate |
| CN104179126A (en) * | 2014-08-29 | 2014-12-03 | 上海建工七建集团有限公司 | Municipal overhead anti-collision wall construction equipment and construction method |
| CN107059610A (en) * | 2017-05-10 | 2017-08-18 | 南昌大学 | Light movable packaged type bridges overhaul assistance platform |
| CN107060308A (en) * | 2017-03-17 | 2017-08-18 | 南通理工学院 | A kind of operation platform outside window |
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| CN85104566A (en) * | 1985-06-14 | 1986-12-10 | 萨尔瓦多·普乔尔·巴康斯 | Movable walking path for building project |
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| CN201377078Y (en) * | 2009-03-04 | 2010-01-06 | 湖南省第五工程有限公司 | Movable operating platform for bridge railing transformation and maintenance |
| CN201891083U (en) * | 2010-11-16 | 2011-07-06 | 中铁二十四局集团有限公司 | Light-duty truss hanging basket |
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Patent Citations (6)
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| CN85104566A (en) * | 1985-06-14 | 1986-12-10 | 萨尔瓦多·普乔尔·巴康斯 | Movable walking path for building project |
| CN2597531Y (en) * | 2002-11-21 | 2004-01-07 | 广东省长大公路工程有限公司第一分公司 | Single rope face tracting rope hanging cage |
| JP2008013998A (en) * | 2006-07-05 | 2008-01-24 | Yoneyama Kogyo Kk | Movable suspended scaffolding device |
| CN201169749Y (en) * | 2008-03-26 | 2008-12-24 | 中铁四局集团有限公司 | Simple-mounted pin connection triangle hanging basket |
| CN201377078Y (en) * | 2009-03-04 | 2010-01-06 | 湖南省第五工程有限公司 | Movable operating platform for bridge railing transformation and maintenance |
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Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102168412A (en) * | 2011-03-15 | 2011-08-31 | 广东水电二局股份有限公司 | Cradle and method for dam elevation construction by using same |
| CZ304398B6 (en) * | 2011-05-26 | 2014-04-16 | Metrostav A. S. | Method of gradual transferable formation of shuttering bearing surface when casting highway bridge structure with transfer center |
| CN103015321A (en) * | 2011-09-23 | 2013-04-03 | 江苏雄宇重工科技股份有限公司 | Overlong hanging basket for triangular truss combined type bridge |
| CN102561211A (en) * | 2012-01-11 | 2012-07-11 | 中建七局第二建筑有限公司 | Hanging basket for protecting collision-prevention wall |
| CN103938554A (en) * | 2014-04-14 | 2014-07-23 | 中铁四局集团第一工程有限公司 | Method for constructing hanging basket under railway box girder flange plate |
| CN104179126A (en) * | 2014-08-29 | 2014-12-03 | 上海建工七建集团有限公司 | Municipal overhead anti-collision wall construction equipment and construction method |
| CN104179126B (en) * | 2014-08-29 | 2017-01-25 | 上海建工七建集团有限公司 | Municipal overhead anti-collision wall construction method |
| CN107060308A (en) * | 2017-03-17 | 2017-08-18 | 南通理工学院 | A kind of operation platform outside window |
| CN107059610A (en) * | 2017-05-10 | 2017-08-18 | 南昌大学 | Light movable packaged type bridges overhaul assistance platform |
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| CN101967799B (en) | 2012-08-29 |
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