CN2434378Y - Creeping formwork construction appts for column shape building - Google Patents
Creeping formwork construction appts for column shape building Download PDFInfo
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- CN2434378Y CN2434378Y CN 00238224 CN00238224U CN2434378Y CN 2434378 Y CN2434378 Y CN 2434378Y CN 00238224 CN00238224 CN 00238224 CN 00238224 U CN00238224 U CN 00238224U CN 2434378 Y CN2434378 Y CN 2434378Y
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Abstract
The utility model relates to a creeping formwork construction device for a column-shaped building. The utility model is proposed in order to provide a device which enables the construction of a column-shaped building to be simple, convenient and quick and the cost and the safety to be lower and high. The creeping formwork construction device for a column-shaped building comprises a frame body which is provided with a work platform and a pedal, a lifting mechanism which is arranged on the top of the frame body, a slide guide mechanism which is arranged inside the bottom of the frame body, a supporting mechanism, a mold plate group which is arranged on the inside of the frame body, a truss structure which is arranged adjacently and a hanging mechanism which is arranged on the truss structure. The lifting mechanism enables the frame body, the slide guide mechanism, the supporting mechanism and the mold plate group to climbed upwards along a building and to be fixed and supported with the wall surface of the building.
Description
The utility model belongs to the building operations device, particularly a kind of column architecture construction climbing formwork for construction device.
Building tradition form of construction work system must set up scaffold according to its modeling structure in advance before architecture construction at present, and make the height of scaffold corresponding with depth of building, and interval group is established transverse strands on scaffold, for basing oneself upon, must expend huge amount material and man-hour on the whole, and must can sling to install by the crane that is higher than towering scaffold and set up this towering scaffold; In addition, after building completion, still dismounting in regular turn.The concrete of material, article and premixing that high constructure construction is required also must be sling with crane and transport, and makes that difficulty of construction is big, speed is slow, cost is high and poor stability.
The purpose of this utility model provides a kind of column architecture construction simple and convenient, rapid, low, safe column architecture construction climbing formwork for construction device of cost of making.
The utility model comprise the frame body be located at around the building, for the elevating mechanism of four groups of oil hydraulic cylinders all being located at hanging beam bottom, frame body top, for be convexly set in bottom around the frame body and in hop count slide guide wheel guide mechanism, for the supporting mechanism, the template group that are convexly set in several bracing frames of inboard around the frame body, be located at the trussed construction of building neighbour side and be mounted on hanging mechanism on the trussed construction; The outside, stage casing of frame body is convexly equipped with working platform, and the frame body internal frame sets up pedal; The bracing frame outer end is connected with the back-up block with screw; The template that is made of number fastening locking template is hung on the crossbeam of frame body top; Trussed construction comprises and makes progress several main frames stacked and oblique reinforcement framework that intersection is set up that its inside is erected with cat ladder; Hanging mechanism comprises the activity framework that is mounted on the trussed construction periphery, several slide guides wheels between activity framework and trussed construction, be set up in the winder of activity framework one side top appropriate location, the pin joint seat that is convexly set in homonymy bottom appropriate location, the arm that is hubbed at pin joint seat, suspension hook, be mounted on trussed construction the top assembly pulley and be set up in the ground winder; The free end of arm is provided with pulley; Roll up and be connected with suspension hook after the hawser of being located on the winder is walked around the free-ended pulley of arm; Be connected on the activity framework one side crossbeam behind the hawser pile warp assembly pulley that volume is established on the winder of ground.
Wherein:
Frame body forms with different sections such as U type, L type and the mutual stacked joint of the steel that differ in size.
Each template both side edges of template group is respectively equipped with several catching grooves and several lockholes, is equipped with the bolt handle in lockhole.
Trussed construction one side and building or and creeping formwork part one side that constitutes by frame body, elevating mechanism, guide mechanism, supporting mechanism and template group between the relative fixed cross beam that is connected with.
Because the utility model comprises the trussed construction of frame body, the elevating mechanism of being located at the frame body top that is provided with working platform and pedal, guide mechanism and the supporting mechanism of being located at inboard, frame body bottom, the template group of being located at the frame body inboard, adjacent setting and is installed in hanging mechanism on the trussed construction; Make by elevating mechanism and to constitute creeping formwork part by frame body, elevating mechanism, guide mechanism, supporting mechanism and template group and upwards climb along building, and fix, and use the back work frame that constitutes by trussed construction and hanging mechanism and transport material and equipment with the building wall support.During construction, first snapping template group, the demoulding again after being in the milk; Assemble elevating mechanism then, and after rising to suitable height, assemble guide mechanism and supporting mechanism again, frame body, elevating mechanism, guide mechanism, supporting mechanism and template group are upwards climbed along the building wall, when waiting to rise to template group bottom and junction, building top, the back-up block of supporting mechanism can be fixed on the bottom wall, elevating mechanism is restored; Group is established template group and is in the milk once more again, treat to do in regular turn again after its integral body is solidified form removal, remove back-up block and start elevating mechanism, so analogize and to finish the construction of monolithic architecture thing, not only make column architecture construction simple and convenient, rapidly, cost is low, and safe, thereby reach the purpose of this utility model.
Fig. 1, be the utility model structural representation lateral view.
Fig. 2, be with the utility model construction diagrammatic side view.
Fig. 3, be with the utility model construction diagrammatic side view.
Fig. 4, be with the utility model construction diagrammatic side view.
Fig. 5, be with the utility model construction diagrammatic side view.
Fig. 6, be with the utility model construction diagrammatic top view.
Fig. 7, be with the utility model construction diagrammatic top view (during the dismounting template).
Fig. 8, be A portion enlarged drawing among Fig. 7.
Fig. 9, be the utility model back work frame action schematic diagram.
Below in conjunction with accompanying drawing the utility model is further elaborated.
As shown in Figure 1, the utility model comprises frame body 10, elevating mechanism 20, guide mechanism 30, supporting mechanism 40, template group 50, trussed construction 60 and hanging mechanism 70.Wherein frame body 10, elevating mechanism 20, guide mechanism 30, supporting mechanism 40 and template group 50 constitute the creeping formwork part; Trussed construction 60 and hanging mechanism 70 constitute the back work frame.
As shown in Figure 2, elevating mechanism 20 comprises four groups of oil hydraulic cylinders 21 all being located at hanging beam bottom, frame body 10 top, protrude out building 80 inside that are resisted against the desire construction by the oil compression rod 211 of oil hydraulic cylinder 21 and finished on the grouting bottom surface, just can be with frame body 10 whole upwards jackings.
As shown in Figure 1, guide mechanism 30 comprises that inwardly being convexly set in around the frame body 10 severals slide guides of bottom and stage casing appropriate location takes turns 31.Directly contact by slide guide wheel 31, be beneficial to frame body 10 slips and rise with the wall of building 80.
Supporting mechanism 40 comprises several bracing frames 41 that are convexly set in inboard appropriate location around the frame body 10, is connected with the back-up block 42 that has with the wall screw lock fixing threaded hole of building 80 in each bracing frame 41 outer end.
As Fig. 6, Fig. 7, shown in Figure 8, template group 50 comprises four templates 51, is respectively equipped with several catching grooves 511 and several lockholes 512 in each template 51 both side edges, is equipped with bolt handle 513 in lockhole 512.As shown in Figure 1, four templates 51 of template group 50 are arranged in respectively between four sides of frame body 10 inside and building 80, and be fastened in the relative catching groove 511 of adjacent forms 51 1 lateral margins with the bolt handle 513 of a template 51 1 lateral margins, so that each template 51 inwardly combines closely the sealing rectangle framework for grouting, each template 51 top of template group 50 are hung on the stacked suitable crossbeam in frame body 10 tops.
As shown in Figure 9, hanging mechanism 70 comprises the activity framework 71 that is mounted on trussed construction 60 peripheries, several slide guides wheels 711 between activity framework 71 and trussed construction 60, is set up in the winder 72 of activity framework 71 1 side top appropriate locations, the pin joint seat 712 that is convexly set in homonymy bottom appropriate location, the arm 73 that is hubbed at pin joint seat 712, suspension hook 74, assembly pulley 75 and is set up in ground winder 76.The free end of arm 73 is provided with pulley.Winder 72 volumes are provided with steel hawser 721, and hawser 721 is connected with suspension hook 74 after walking around arm 73 free-ended pulleys.Assembly pulley 75 is mounted on the top of trussed construction 60, be connected on the activity framework 71 1 side crossbeams behind the hawser 761 pile warp assembly pulleys 75 that volume is established on the winder 76, use 71 risings of driving activity framework and move, the constructor takes advantage of with the oblique support bar that wears 64 in oblique reinforcement framework 62 junctions by the main frame 61 of trussed construction 60 carries an activity framework 71.
As Fig. 2, Fig. 3, Fig. 4, shown in Figure 5, the utility model can be used for being general viaduct pillar, house pillar or the isostructural column architecture construction of bridge pier.During construction, constitute the creeping formwork part prior to setting up by frame body 10, elevating mechanism 20, guide mechanism 30, supporting mechanism 40 and template group 50 on the ground of finishing stirrup bundle bottom; And partly be close to the appropriate location in creeping formwork and build the back work frame that constitutes by trussed construction 60 and hanging mechanism 70.
When setting up the creeping formwork part, each template 51 of first snapping template group 50, the demoulding again after being in the milk; Assemble elevating mechanism 20 then, and the oil compression rod 211 that makes elevating mechanism 20 oil hydraulic cylinders 21 is resisted against, and finishing is in the milk does solid top end face central portion and progressively extension, after rising to suitable height, assemble guide mechanism 30 and supporting mechanism 40 again, at this moment, make by frame body 10, elevating mechanism 20, guide mechanism 30, the whole slide guide wheel 31 by guide mechanism 30 of supporting mechanism 40 and template group 50 formation creeping formwork parts is in contact with one another slip and smooth-going the climbing that make progress with building 80 walls, when treating that creeping formwork partly rises to template group 50 bottoms and junction, building 80 top, institute is formed in the buckle groove 81 in the time of the back-up block 42 of supporting mechanism 40 can being fixed at the bottom wall by template 51 grouting, the oil compression rod 211 of oil hydraulic cylinder 21 is regained again; At this moment, with each template 51 mutual snapping locking, can be in the milk once more again, treat to do in regular turn again after its integral body is solidified form removal, remove back-up block 42 and start elevating mechanism 20, so analogize and to finish 80 constructions of monolithic architecture thing.
As shown in Figure 9, after the construction of building 80 bottoms finishes, trussed construction 60 1 sides of the back work frame that constitutes and building 80 or and the creeping formwork that constitutes by frame body 10, elevating mechanism 20, guide mechanism 30, supporting mechanism 40 and template group 50 partly between the relative fixed cross beam 65 that is connected with, with VE and the stability of keeping the back work frame, and it is in advance that trussed construction 60 is stacked to suitable height, and installing hanging mechanism 70, transport suspention for construction with steel etc.
The utlity model has following advantage:
1, easy construction is quick: the utility model system directly with template suspension in frame body inside, so this mould Plate can move up with frame body, to seal fast mould and demoulding program; Each template can be done quick letter in addition Just fastening locking and triping, greatly save set up, time of moving die plate; After the bottom building is finished, Can easily will be by frame body, elevating mechanism, guide mechanism, supporting mechanism and template group by elevating mechanism The creeping formwork part integral jacking that consists of is to next construction height, implementing next operational procedure, construction fast, Easy.
2, can save in a large number cost: the utility model provides construction by the back work frame that is provided with arm The material such as reinforcing bar, stirrup is hung and is transported in the operation, avoids the crane frequency of utilization, by frame body, lift The creeping formwork part that structure, guide mechanism, supporting mechanism and template group consist of can be pursued according to the construction height of building Step upwards climbs, thereby can replace a large amount of scaffolds that tradition must be set up, and reduce and set up material and labour cost, Can effectively save cost.
3, can improve the security of construction: the utility model creeping formwork part and back work frame are all folded with steel Put and be combined into, so overall structure is strong, stability is high, can avoid structural fragile the lacking of traditional scaffold Point, creeping formwork partly are provided with workbench and pedal structure, and can steadily stand and put article for the workmen, Reduce contingent danger, construction has security.
4, creeping formwork part is very firm: the utility model creeping formwork partly is by the jacking of elevating mechanism upwards Climb, and after jacking is finished, be fixed in again the wall of building with bracing frame, so can really produce friendship The firm kenel of fixing mutually.
In sum, the utility model provides a kind of easy construction quick really, and can improve general safety The property, effectively reduce operating expenses and cost.
Claims (4)
1, a kind of column architecture construction climbing formwork for construction device, it is characterized in that it comprise the frame body be located at around the building, for the elevating mechanism of four groups of oil hydraulic cylinders all being located at hanging beam bottom, frame body top, for be convexly set in bottom around the frame body and in hop count slide guide wheel guide mechanism, for the supporting mechanism, the template group that are convexly set in several bracing frames of inboard around the frame body, be located at the trussed construction of building neighbour side and be mounted on hanging mechanism on the trussed construction; The outside, stage casing of frame body is convexly equipped with working platform, and the frame body internal frame sets up pedal; The bracing frame outer end is connected with the back-up block with screw; The template that is made of number fastening locking template is hung on the crossbeam of frame body top; Trussed construction comprises and makes progress several main frames stacked and oblique reinforcement framework that intersection is set up that its inside is erected with cat ladder; Hanging mechanism comprises the activity framework that is mounted on the trussed construction periphery, several slide guides wheels between activity framework and trussed construction, be set up in the winder of activity framework one side top appropriate location, the pin joint seat that is convexly set in homonymy bottom appropriate location, the arm that is hubbed at pin joint seat, suspension hook, be mounted on trussed construction the top assembly pulley and be set up in the ground winder; The free end of arm is provided with pulley; Roll up and be connected with suspension hook after the hawser of being located on the winder is walked around the free-ended pulley of arm; Be connected on the activity framework one side crossbeam behind the hawser pile warp assembly pulley that volume is established on the winder of ground.
2, column architecture construction climbing formwork for construction device according to claim 1 is characterized in that described frame body forms with different sections such as U type, L type and the mutual stacked joint of the steel that differ in size.
3, column architecture construction climbing formwork for construction device according to claim 1 is characterized in that each template both side edges of described template group is respectively equipped with several catching grooves and several lockholes, is equipped with the bolt handle in lockhole.
4, column architecture construction climbing formwork for construction device according to claim 1, it is characterized in that described trussed construction one side and building or and creeping formwork part one side that constitutes by frame body, elevating mechanism, guide mechanism, supporting mechanism and template group between the relative fixed cross beam that is connected with.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 00238224 CN2434378Y (en) | 2000-06-30 | 2000-06-30 | Creeping formwork construction appts for column shape building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 00238224 CN2434378Y (en) | 2000-06-30 | 2000-06-30 | Creeping formwork construction appts for column shape building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2434378Y true CN2434378Y (en) | 2001-06-13 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 00238224 Expired - Fee Related CN2434378Y (en) | 2000-06-30 | 2000-06-30 | Creeping formwork construction appts for column shape building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2434378Y (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103741939A (en) * | 2013-12-25 | 2014-04-23 | 山东省建筑科学研究院 | Climbing type building construction operating platform on outer portion of building and installing method |
| CN105297635A (en) * | 2015-08-10 | 2016-02-03 | 陈修缘 | Assembled lifting type construction platform for pier column construction and construction method thereof |
| CN106703293A (en) * | 2017-02-22 | 2017-05-24 | 常熟建工建设集团有限公司 | Safe and quick construction method for pouring cylinder body concrete |
| CN113775175A (en) * | 2021-09-06 | 2021-12-10 | 广西长长路桥建设有限公司 | Hydraulic creeping formwork and creeping formwork construction method |
-
2000
- 2000-06-30 CN CN 00238224 patent/CN2434378Y/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103741939A (en) * | 2013-12-25 | 2014-04-23 | 山东省建筑科学研究院 | Climbing type building construction operating platform on outer portion of building and installing method |
| CN103741939B (en) * | 2013-12-25 | 2015-10-21 | 山东省建筑科学研究院 | The outside climbing type CONSTRUCTION OPERATIONS platform of building and mounting method |
| CN105297635A (en) * | 2015-08-10 | 2016-02-03 | 陈修缘 | Assembled lifting type construction platform for pier column construction and construction method thereof |
| CN105297635B (en) * | 2015-08-10 | 2017-05-03 | 陈修缘 | Assembled lifting type construction platform for pier column construction and construction method thereof |
| CN106703293A (en) * | 2017-02-22 | 2017-05-24 | 常熟建工建设集团有限公司 | Safe and quick construction method for pouring cylinder body concrete |
| CN113775175A (en) * | 2021-09-06 | 2021-12-10 | 广西长长路桥建设有限公司 | Hydraulic creeping formwork and creeping formwork construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C19 | Lapse of patent right due to non-payment of the annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |