CN203701581U - Movable modularized building template - Google Patents
Movable modularized building template Download PDFInfo
- Publication number
- CN203701581U CN203701581U CN201320896350.1U CN201320896350U CN203701581U CN 203701581 U CN203701581 U CN 203701581U CN 201320896350 U CN201320896350 U CN 201320896350U CN 203701581 U CN203701581 U CN 203701581U
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- template
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- upper pillar
- movable
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Abstract
A movable modularized building template mainly comprises a main support, movable foot wheels, an assistant support, a top template plate for pouring of top concrete, an extended template for expansion and extension of the top plate and a lifting air cylinder, wherein the assistant support and the extended template can be pieced together on the side of the top template, a template remover is disposed respectively on the top template and the extended top template and a sealing strip is disposed on the side. In the movable modularized building template of the utility model, the sets of templates are combined rationally and the lifting air cylinder is disposed in order to satisfy requirements for changes in sizes of each room and the transportation problems of a whole template; and the extended template is disposed to effectively solve the problems about flexible combination of steel templates and inconvenient transportation due to small room gates etc. The movable modularized building template is characterized in little material consumption, little manual force, relatively convenient assembly and quick construction.
Description
Technical field
The utility model relates to technical field of buildings, is specifically related to a kind of mobile module construction formwork.
Background technology
Along with the end of 18 Third Plenary Sessions of the Chinese Communist Party, Premier of the State Council Li Keqiang emphasizes that China must walk the road of new industrialization, more focuses on resources conservation and environmental protection, strives for Transformation Development, Green Development.Chinese architecture industry is stood in the breach becomes the key area of industrial transformation upgrading, and steel form is more and more subject to industry and unanimously admits because have " low-carbon environment-friendly " this huge characteristic.In existing construction work, general Bars In Poured Concrete Slab template adopts design of coupler scaffold as support, the fixing lumps of wood or steel pipe in length and breadth on it, then the materials such as wood (bamboo) offset plate or small-sized combined steel formwork that tile form Bars In Poured Concrete Slab template.The shortcoming that this class template exists is, wood (bamboo) offset plate number of turnover is few, cost is high, small-sized combined steel formwork cannot meet dimensional requirement, template is taken while tearing open time-consuming, work high above the ground is many, when particularly top board is removed, very easily hurts sb.'s feelings, and horizontal transport completely pickaback hand is removed, labour intensity is large, also causes that job site is dirty, unrest, poor simultaneously.And large-scale integral formula steel form exists versatility poor, the problems such as transport inconvenience.Under the main trend of " low-carbon environment-friendly ", for overcoming the above problems, this programme is proposed.
Summary of the invention
The utility model provides a kind of mobile module construction formwork, the problem that work progress is loaded down with trivial details, efficiency is low and cost is high existing to solve prior art.
The utility model solves the technical scheme that its technical problem adopts:
A kind of movable building template, it is characterized in that mainly by main support, movable castor, auxiliary stand, be used for building top concrete top template, be used for extension template and lift cylinder that expansion extends top template and form, main support is made up of upper pillar stand and lower pillar stand and connecting rod, upper pillar stand is socketed on lower pillar stand, upper pillar stand top braces is in top template bottom, top template is rectangular configuration, supporting square steel pipe, band steel and steel plate by some forms, Plate Welding is at band steel ribs top, and the side of top template is connected with extension template.
The some transverse supporting rods of pegging graft between upper pillar stand, the two ends of transverse supporting rod are provided with dop, on corresponding upper pillar stand, the draw-in groove supporting with dop are set, and dop is plugged in draw-in groove and passes through bolton.
Upper pillar stand lower end arranges height fine-adjustment mechanism, and height fine-adjustment mechanism comprises that outside, upper pillar stand lower end is provided with screw thread, outside it, is screwed with silk braid, and silk braid, at upper pillar stand lower end rotation and lifting, arranges some pins hole on lower pillar stand.
On lower pillar stand, be connected with universal wheel by axle sleeve, draw-in groove, draw-in groove is provided with pin hole in order to lock universal wheel.
Top template and extension top template are provided with stripper, and the side perimeters of top template is provided with weather strip.
Extending top template is made up of rectangle steel template and steel plate.On upper pillar stand, be welded with some draw-in grooves, for the connection of each support body.
The using method of above-mentioned mobile module construction formwork, concrete steps are as follows:
(1) preparation, according to each room-sized situation of structural working drawing, by the piece number of each room top template of computer reasonable Arrangement, make up again the space of several top template combination results by the extension template of top template, (certainly can carry out formwork with wooden form for special arc room or too narrow position supplements), paper using indicates position and this construction formwork position in this room of this room at each floor, stick on the bottom surface of top template, locate as early as possible in order to each floor;
(2) should be according to first far away rear near, principle from inside outwards, install successively, by tower crane or universal wheel, this movable building template is moved to job site, when installation according to flooring axle net size, movable building template is in place, put down lower pillar stand, lift cylinder is placed on to lower pillar stand footing, automatically control and make lift cylinder push up the top pin of upper pillar stand by air pump and travel switch, shutoff stroke switch, start height control switch, allow lift cylinder synchronously start, top support body is raised to accordingly and requires position, insert with pin in the pin-and-hole of lower pillar stand, thereby the silk braid that regulates again upper pillar stand carries out height fine adjusting function accurately locates top template, after lower pillar stand firm supporting, lift cylinder is withdrawn from,
The support body construction formwork that installation in position is adjacent subsequently, then be connected and fixed with connecting rod and support bar and adjacent support body, with connecting rod supporting and shaping steel form, the connecting rod of support body is all fixed with adjacent support body, make each module template formation one;
While thering is no support body construction formwork for side, directly connect to form auxiliary support body with adjustable connecting rod and adjustable support bar and main frame body, on it, lay extension die plate;
(3) form removable, in each room, by first taking the orderly release construction formwork of tearing open afterwards, first lift cylinder is placed on to lower pillar stand footing, automatically control and make lift cylinder push up the top pin of upper pillar stand by air pump and travel switch, then dismantle the connecting rod between each establishment building mould, rotate silk braid, make lower pillar stand loosening, extract pin, allow lift cylinder holder top support body slowly drop to building () face, unload and extend template (set shaped steel formwork) and auxiliary stand, if steel form and concrete have bonding, available stripper comes off it, the screw rod of rotating stripping demoulding device 19, the dismounting of steel form there is is pick cutter to pull sled and become the power that has punching block inner side to increase extrapolation, make the dismounting of steel form easier, safer, finally each lower pillar stand is lifted on the hook that hangs over upper pillar stand,
(4) template transport: in building () on face, promote construction formwork lift platform place to building by universal wheel, then winch to last layer flooring with tower crane.
Construction formwork of the present utility model, by several groups of template reasonable combination and lift cylinder, can meet variation requirement and the monoblock transportation problem of each room-sized, by extension template is set, effectively solved steel form flexible combination problem, had spillage of material few, artificial consumption is little, assemble comparatively easyly, speed of application is fast.
Brief description of the drawings
Below in conjunction with drawings and Examples, the utility model is further illustrated.
Fig. 1 is the structural representation of the utility model device;
Fig. 2 is the schematic top plan view of the utility model device;
Fig. 3 is the structural representation that the utility model extends template;
Fig. 4 is the left TV structure schematic diagram that the utility model extends template;
Fig. 5 is the structural representation of the utility model stripper and template action;
Fig. 6 is the structural representation of the utility model connecting rod;
Fig. 7 is the structural representation of the utility model adjustable link;
In figure, 1 upper pillar stand, 2 lower pillar stands, 3 backforms are pulled, 4 are extended templates, 5 support bars, 6 Ka Ku, 7 universal wheels, 8 connecting rods, 9 silk braids, 10 cylinders, 11 axle sleeves, 12 pin holes, 13 draw-in grooves, 14 cylinder top pin, 15 alignment pins, the outer ribs of 16 band steels, ribs in 17 band steels, 18 steel plates, 19 strippers, 20 weather strips, 21 brace summers, 22 dops.
Detailed description of the invention
As Fig. 1, Fig. 2, Fig. 3, Fig. 4, shown in Fig. 5, a kind of mobile module construction formwork, mainly by main support, be used for building the top template 3 of top concrete, be used for expanding the extension top board 4 that extends top template 3, and lift cylinder 10 forms, main support is made up of upper pillar stand 1 and lower pillar stand 2, upper pillar stand 1 is socketed on lower pillar stand 2, upper pillar stand 1 top braces is in top template 3 bottoms, between column and column, connect by connecting rod 8, connecting rod 8 two ends are provided with dop 22, connecting rod 8 is divided into generic connectivity bar (as shown in Figure 6) and adjustable link (as shown in Figure 7) as required.Top template 3 is rectangular configuration, by some brace summers 21, steel plate 18, the outer ribs 16 of band steel, in band steel, ribs 17 forms, the side of top template 3 is connected with extends template 4 or top template 3, extend template side and be provided with alignment pin 15, main support upper pillar stand 1 some connecting rods 8 of side grafting and support bar 5 form auxiliary stand, connecting rod 8 two ends are provided with dop 22, on corresponding upper pillar stand 1, the draw-in groove supporting with dop 22 is set, height fine-adjustment mechanism is set on support, height fine-adjustment mechanism comprises the silk braid 9 of upper pillar stand 1 bottom screwed connection, silk braid 9 can be on upper pillar stand 1 rotation and lifting, some pins hole 12 is set on lower pillar stand 2, on support lower pillar stand 2, be connected with universal wheel 7 by axle sleeve 11, support lower pillar stand 2 one end are connected with cylinder 10, upper pillar stand 1 has cylinder top pin 14.
When use, according to each room-sized situation of structural working drawing, by the piece number of each room top template of computer reasonable Arrangement, make up again the space of several top template combination results by the extension template 4 of top template 3, when construction formwork is installed, mobile in place, put down lower pillar stand 2, cylinder 10 is placed on to lower pillar stand 2 footing, automatically control and make lift cylinder push up the top pin of upper pillar stand 1 by air pump and travel switch, shutoff stroke switch, start height control switch, allow cylinder 10 synchronously start, top support body is raised to accordingly and requires position, insert with pin in the pin-and-hole of lower pillar stand 2, thereby the silk braid that regulates again upper pillar stand 1 carries out height fine adjusting function obtains pin-point accuracy location to top template, after lower pillar stand 2 firm supporting, cylinder 10 and universal wheel are withdrawn from.
Template is finished using need to remove time, in each room, by first taking the orderly release construction formwork of tearing open afterwards, first cylinder 10 is placed on to lower pillar stand 2 footing, automatically control and make lift cylinder push up the top pin of upper pillar stand 1 by air pump and travel switch, then dismantle the movable connecting rod between each establishment building mould, rotate silk braid, make lower pillar stand loosening, extract pin, allow lift cylinder holder top support body slowly drop to building () face, unload and extend template (set shaped steel formwork) and auxiliary stand, if steel form and concrete have bonding, available stripper 19 comes off it, the screw rod of rotating stripping demoulding device 19, the dismounting of steel form there is is pick cutter to pull sled and become the power that has punching block inner side to increase extrapolation, make the dismounting of steel form easier, safer, finally each lower pillar stand is lifted on the hook that hangs over upper pillar stand.
The width dimensions of top template 3 is controlled at 0.7 meter to 1 meter left and right and is advisable, and while mainly considering template transport, the clear door opening of brick mix structure is in 0.9 meter, and the width 0.8-1 rice of high-level structure top template is advisable.Considering the bearing capacity of column, avoid waste, will between adjacent main support, be connected with standard connecting rod, is the set shaped steel formwork of 0.5 meter by relaxing on it, makes approximately 0.7 meter of left and right of spacing between column.For the standard width of a room in an old-style house (or depth) in each room, by the combination of top template and sizing punching block, the width segments finally leaving in 0.5 meter is supplemented with extending template 4, extend template 4 width and have several specifications such as 0.2 meter, 0.3 meter, 0.4 meter, in the time that residue gap is less than 0.1 meter, there is the steel plate (1-1.5 millimeters thick) extending in template 4 to cover, effectively dissolved the inflexible disadvantage of steel form size.By adding stripper 19, the screw rod of rotating stripping demoulding device 19, has the dismounting of steel form to pick cutter to pull sled and becomes the power that has punching block inner side to increase extrapolation, makes the dismounting of steel form easier, safer.Weather strip 20 is set up in the side of steel form, makes concrete be not easy running pulp, is also conducive to form removal simultaneously.Lower pillar stand is provided with universal wheel 7, can Level Promoting support body, and make support body location freer, and can remove by pin, for the transport of support body in addition, reduce cost.Support body top is connected with top template by bolt, takes rear volume apart less, is more conducive to store and transport.
Construction formwork of the present utility model, by several groups of template reasonable combination and lift cylinder 10, can meet variation requirement and the monoblock transportation problem of each room-sized, extend template 4 by arranging, effectively solved steel form flexible combination problem, had spillage of material few, artificial consumption is little, assemble comparatively easyly, speed of application is fast.
It should be noted that; above-mentioned specific embodiment is exemplary; under above-mentioned instruction of the present utility model, those skilled in the art can carry out various improvement and distortion on the basis of above-described embodiment, and these improvement or distortion drop in protection domain of the present utility model.
It will be understood by those skilled in the art that specific descriptions are above in order to explain the purpose of this utility model, not for limiting the utility model.Protection domain of the present utility model is limited by claim and equivalent thereof.
Claims (7)
1. a movable building template, it is characterized in that mainly by main support, movable castor, auxiliary stand, be used for building top concrete top template, be used for extension template and lift cylinder that expansion extends top template and form, main support is made up of upper pillar stand and lower pillar stand and connecting rod, upper pillar stand is socketed on lower pillar stand, upper pillar stand top braces is in top template bottom, top template is rectangular configuration, supporting square steel pipe, band steel and steel plate by some forms, Plate Welding is at band steel ribs top, and the side of top template is connected with extension template.
2. movable building template according to claim 1, some transverse supporting rods is characterized in that pegging graft between upper pillar stand, the two ends of transverse supporting rod are provided with dop, on corresponding upper pillar stand, the draw-in groove supporting with dop are set, and dop is plugged in draw-in groove and passes through bolton.
3. movable building template according to claim 1, it is characterized in that upper pillar stand lower end arranges height fine-adjustment mechanism, height fine-adjustment mechanism comprises that outside, upper pillar stand lower end is provided with screw thread, its outer silk braid that is screwed with, silk braid, at upper pillar stand lower end rotation and lifting, arranges some pins hole on lower pillar stand.
4. movable building template according to claim 1, is characterized in that being connected with universal wheel by axle sleeve, draw-in groove on lower pillar stand, and draw-in groove is provided with pin hole in order to lock universal wheel.
5. movable building template according to claim 1, is characterized in that top template and extends top template being provided with stripper, and the side perimeters of top template is provided with weather strip.
6. movable building template according to claim 1, is characterized in that extending top template and is made up of rectangle steel template and steel plate.
7. movable building template according to claim 1, is characterized in that being welded with some draw-in grooves on upper pillar stand, by connecting rod, each support body is connected.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320896350.1U CN203701581U (en) | 2013-12-27 | 2013-12-27 | Movable modularized building template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320896350.1U CN203701581U (en) | 2013-12-27 | 2013-12-27 | Movable modularized building template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203701581U true CN203701581U (en) | 2014-07-09 |
Family
ID=51052037
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320896350.1U Expired - Fee Related CN203701581U (en) | 2013-12-27 | 2013-12-27 | Movable modularized building template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203701581U (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104196235A (en) * | 2014-08-28 | 2014-12-10 | 中国三冶集团有限公司 | Movable formwork supporting truss and construction method thereof |
| CN105544967A (en) * | 2016-01-28 | 2016-05-04 | 郑州三迪建筑科技有限公司 | Floor formwork system of multi-layer steel structure building house |
| CN105544968A (en) * | 2016-01-28 | 2016-05-04 | 郑州三迪建筑科技有限公司 | Building method for floor of multi-layer steel structure building house |
| CN107090983A (en) * | 2016-02-18 | 2017-08-25 | 左红 | The equipment that builds a house and its assemble method |
| CN108131011A (en) * | 2016-12-01 | 2018-06-08 | 李宜君 | Concave character type architecture storey forming method and for the molding jig of concave character type architecture storey |
| CN109138390A (en) * | 2018-10-10 | 2019-01-04 | 陈灿年 | Revolve the lifting device of extension in a kind of right side half that decoration worker fits up ceiling |
| CN113202018A (en) * | 2021-05-07 | 2021-08-03 | 中交一公局集团有限公司 | Pin-connected panel pier steel mould |
-
2013
- 2013-12-27 CN CN201320896350.1U patent/CN203701581U/en not_active Expired - Fee Related
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104196235A (en) * | 2014-08-28 | 2014-12-10 | 中国三冶集团有限公司 | Movable formwork supporting truss and construction method thereof |
| CN105544967A (en) * | 2016-01-28 | 2016-05-04 | 郑州三迪建筑科技有限公司 | Floor formwork system of multi-layer steel structure building house |
| CN105544968A (en) * | 2016-01-28 | 2016-05-04 | 郑州三迪建筑科技有限公司 | Building method for floor of multi-layer steel structure building house |
| CN107090983A (en) * | 2016-02-18 | 2017-08-25 | 左红 | The equipment that builds a house and its assemble method |
| CN108131011A (en) * | 2016-12-01 | 2018-06-08 | 李宜君 | Concave character type architecture storey forming method and for the molding jig of concave character type architecture storey |
| CN109138390A (en) * | 2018-10-10 | 2019-01-04 | 陈灿年 | Revolve the lifting device of extension in a kind of right side half that decoration worker fits up ceiling |
| CN113202018A (en) * | 2021-05-07 | 2021-08-03 | 中交一公局集团有限公司 | Pin-connected panel pier steel mould |
| CN113202018B (en) * | 2021-05-07 | 2022-10-14 | 中交一公局集团有限公司 | Pin-connected panel pier steel mould |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140709 Termination date: 20141227 |
|
| EXPY | Termination of patent right or utility model |