CN102322138A - The modular sliding formwork - Google Patents
The modular sliding formwork Download PDFInfo
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- CN102322138A CN102322138A CN201110172938A CN201110172938A CN102322138A CN 102322138 A CN102322138 A CN 102322138A CN 201110172938 A CN201110172938 A CN 201110172938A CN 201110172938 A CN201110172938 A CN 201110172938A CN 102322138 A CN102322138 A CN 102322138A
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Abstract
The invention discloses a kind of modular sliding formwork; Relate to a kind of construction implement; Comprise plateform system, hoisting frame system and template system, said operating platform is made up of main console module, truss module and centre frame module, and above-mentioned each module removably connects through contiguous block; Said assembly platform is made up of the assistance platform module and the console module of wiping one's face; The hoisting frame system is made up of the hoisting frame module, and template system is made up of enclosure module and formwork module, and above-mentioned each module is universal standard part, and said contiguous block is non-universal standard part.The present invention has realized " the many wells of a mould "; Can satisfy the needs that the vertical shaft of different-diameter and shape is built, avoid sliding formwork to use up the phenomenon of just scrapping, practice thrift steel; Improved speed of application; Reduced the enterprise construction cost, reduced pollution simultaneously, reached the energy-saving and environmental protection effect and produced remarkable economic efficiency and social benefit.
Description
Technical field
The present invention relates to a kind of construction implement, relate in particular to a kind of modular sliding formwork.
Background technology
Current vertical shaft building concrete construction (gate shaft, well mid-board concrete pouring construction engineering in underground vertical shaft borehole wall concrete lining cutting and the well) particularly hydraulic architecture such as pressure regulation vertical shaft concrete lining construction adopts the slding form operation technology very general; The slding form operation principle is: under the hydraulic system operation; Hydraulic pressure punching jack is imbedded on the concrete cramp bar in the lower end and is climbed; Hydraulic jack drives hoisting frame and rises, and hoisting frame drives operating platform (pallet), enclosure, template, the platform of wiping one's face (frame of wiping one's face) and rises, and has accomplished the sliding formwork motion that rises overally like this; Constantly put in storage at concrete and to build down; The staff goes up assembling reinforcement and vibrated concrete at operating platform (pallet), goes up at the platform of wiping one's face (frame of wiping one's face) and modifies demoulding concrete, and sliding formwork raises and raises along with concrete; Sliding formwork rising one deck (about 30cm-40cm) is just accomplished circulation of slding form operation, constantly circulates and just can accomplish whole slding form operation.
Vertical shaft sliding formwork by the conventional method design must design and produce a cover sliding mode system according to the different bodies of measuring of each pressure regulation vertical shaft diameter; Though the design of sliding formwork die body has improvement in recent years; But in " climbing forms " book that the structure of its design, shape and preparation method were mainly published by China Construction Industry Press according to Mao Fenglin, Song Dezhu, the sweet big writing of shaking in 1981 about vertical shaft sliding-mode platform (operation board; The method that chapters and sections such as template, enclosure pallet),, wipe one's face frame and hoisting frame are introduced and come; And since the eighties, changed little; 4.3.6 bar regulation in " hydraulic structure sliding shuttering SL 32-92 construction technique normalizing ": " operating platform of circular well barrel structure sliding formwork should adopt radiation beam ring beam and with composition monolithic stability structures such as gug framves, also can adopt girder truss ".Vertical shaft sliding formwork die body parts by above-mentioned conventional method design are whole independent steel construction piece basically; Be mainly two kinds of truss-like and radiant types such as the design of sliding-mode platform; These two kinds all is the global design form; Other all is the setting design like the template and the parts such as frame of wiping one's face, if the most of die body structure of vertical shaft shape appearance not of uniform size is just different, and can only " well one mould "; The design of traditional " well one mould " brings inconvenience for the making of vertical shaft sliding formwork, transportation and installation because of single-piece is huge; Can not reach sliding formwork rapid construction purpose, most of steel work of sliding formwork was made scrap iron and is handled the not only high consumption of this mode, poor efficiency but also not environmental protection of the utmost point after slding form operation finished in addition.Along with water conservancy and hydropower and infrastructure construction are fast-developing, the vertical shaft sliding formwork facility of conventional method design can not solve a series of technical barriers such as the technology of the various vertical shaft concrete lining cutting that becomes increasingly conspicuous, duration, environmental protection, efficient and low consumption.
Summary of the invention
Problem to above-mentioned prior art exists the invention provides a kind of modular sliding formwork, has realized " the many wells of a mould "; Promptly a cover sliding formwork is assembled by plurality of modules, through the increase and decrease module number, and adjustment sliding formwork diameter; Can satisfy the needs that the vertical shaft of different-diameter and shape is built, avoid sliding formwork to use up the phenomenon of just scrapping, practice thrift steel; Improved speed of application; Reduced the enterprise construction cost, reduced pollution simultaneously, reached the energy-saving and environmental protection effect and produced remarkable economic efficiency and social benefit.
Technical scheme of the present invention is: a kind of modular sliding formwork; Comprise plateform system, hoisting frame system and template system; Plateform system comprises operating platform and assembly platform; Said operating platform is made up of main console module, truss module and centre frame module, and above-mentioned each module removably connects through contiguous block; Said assembly platform is made up of the assistance platform module and the console module of wiping one's face, and the assistance platform module hangs on main console module below, and the console module of wiping one's face hangs on assistance platform module below; Said hoisting frame system is made up of the hoisting frame module, and said template system is made up of enclosure module and formwork module, and above-mentioned each module is universal standard part, and said contiguous block is non-universal standard part.
As preferably; Said contiguous block is divided into contiguous block A and contiguous block B; All adopt channel-section steel and angle steel to process, removably connect through contiguous block B between the adjacent main console module, the centre frame module is connected the back and removably connects through contiguous block A and main console module with truss module.
As preferably; Said main console module, truss module and centre frame module are processed by channel-section steel, angle steel and steel plate; Truss module is divided into upper strata truss module and lower floor's truss module, removably connects each other, and the centre frame module is divided into upper strata centre frame module and lower floor's centre frame module; Removably connect each other; A upper strata truss module wherein end removably connects through contiguous block A and main console module, and the other end and upper strata centre frame module removably connect, and an end of lower floor's truss module and lower floor's centre frame module removably connect.
As preferably; The assistance platform module comprises platform support and platform floor, all adopts channel-section steel and angle steel to process, and adopts contiguous block to connect between the adjacent platforms base plate; Said contiguous block is non-universal standard part; Connect through the contiguous block bolt between the adjacent assistance platform module, the upper end of assistance platform module is connected with main console module through bolt, and the lower end is connected with the console module of wiping one's face through bolt.
As preferably, the console module of wiping one's face adopts angle steel to process, and comprises hook pull bar and pull bar base plate, connects through contiguous block between the adjacent pull bar base plate, and said contiguous block is non-universal standard part, adjacent wiping one's face between the console module through the connection of contiguous block bolt.
As preferably; Said hoisting frame module adopts channel-section steel, angle steel and steel plate to process; The hoisting frame module body that comprises T shape, hoisting frame module body top is provided with tubular support, and hoisting frame module body both sides are respectively arranged with carriage; A hoisting frame module body wherein side is connected with the assistance platform module with main console module respectively with carriage through bolt, and opposite side is connected with the enclosure module with carriage through bolt.
As preferably, the enclosure module adopts channel-section steel to process, and connects through the junction plate bolt between the adjacent enclosure module.
As preferably; Said formwork module adopts steel plate and angle steel to process; Comprise the formwork module body, said formwork module body is the flexible panel that is provided with vertical rib, and the formwork module body is provided with locator; Locator is provided with the adjustment screw, and formwork module is connected with the enclosure module through locator.
As preferably, template system also comprises corner formwork module and profiled template module, is connected with the enclosure module through locator after formwork module, corner formwork module and the profiled template module combinations.
The invention has the beneficial effects as follows: the present invention is designed to universal standard module with most of steel construction piece of vertical shaft sliding formwork, with the vertical shaft sliding formwork of contiguous block with standard module assembling various diameters of formation and shape, when the different pressure regulation vertical shaft sliding formwork of diameter is made; Only need the shape of increase and decrease module number, modification contiguous block to get final product; Realized " the many wells of a mould ", satisfied the needs that the vertical shaft concrete of different-diameter and shape is built, a cover sliding formwork can satisfy the vertical shaft concrete slding form operation needs of several even tens different-diameters and shape; Avoided sliding formwork to use up the phenomenon of just scrapping; Confirm that through practice of construction Φ 6m-Φ 30m and above vertical shaft concrete lining cutting sliding formwork can use above-mentioned standard module to form, two wells or many wells recycling rate of waterused can reach 90% or more; If a set of modules formula sliding formwork is applied to two vertical shaft constructions; Consider non-tender and loss, every vertical shaft sliding formwork cost can be practiced thrift about 30%, if a cover sliding formwork is applied to the construction of all the people present's vertical shaft; Consider non-tender and loss, every vertical shaft sliding formwork cost can be practiced thrift about 50%.When reducing the enterprise engineering cost,, reached the effect of energy-saving and environmental protection also for country has practiced thrift great deal of steel.
With respect to traditional monolithic sliding formwork, standard module of the present invention is more firm, and volume is little; Be easy to assembling, alleviating about 20% the making of sliding formwork die body, equipment and convenient transportation on the construction weight; Shortened the time of installing and removing, the time of making, installing and removing than conventional design sliding formwork will shorten 40%, improves the slding form operation progress greatly; Practiced thrift the input expense, very practical.
Description of drawings
Fig. 1 is a whole front view of the present invention;
Fig. 2 is a whole vertical view of the present invention shown in Figure 1;
Fig. 3 is the local enlarged diagram among Fig. 1;
Fig. 4 is a decomposition floor map of the present invention;
Fig. 5 is the sectional view along A-A line among Fig. 4;
Fig. 6 is the front view of assembly platform;
Fig. 7 is the sectional view along M-M line among Fig. 6;
Fig. 8 is the vertical view of assembly platform shown in Figure 6;
Fig. 9 is the front view of main console module;
Figure 10 is the vertical view of main console module shown in Figure 9;
Figure 11 is the front view of upper strata truss module;
Figure 12 is the vertical view of upper strata shown in Figure 11 truss module;
Figure 13 is the front view of lower floor's truss module;
Figure 14 is the vertical view of lower floor shown in Figure 13 truss module;
Figure 15 is the front view of centre frame module;
Figure 16 is the vertical view of centre frame module shown in Figure 15;
Figure 17 is the structural representation of hoisting frame module;
Figure 18 is the front view of formwork module;
Figure 19 is the right view of formwork module shown in Figure 180;
Figure 20 is the vertical view of formwork module shown in Figure 180;
Figure 21 is the structural representation of enclosure module;
Figure 22 is the structural representation of the platform support of assistance platform module;
Figure 23 is the front view of the platform floor of assistance platform module;
Figure 24 is the vertical view of platform floor shown in Figure 23;
Figure 25 is the structural representation of hook pull bar of console module of wiping one's face;
Figure 26 is the front view of pull bar base plate of console module of wiping one's face;
Figure 27 is the vertical view of the pull bar base plate of the console module of wiping one's face shown in Figure 26;
Figure 28 is existing truss-like sliding formwork;
Figure 29 is existing radiant type sliding formwork.
The specific embodiment
Like Figure 28 and shown in Figure 29, traditional vertical shaft sliding formwork die body is designed primarily to truss-like and radiant type, is monolithic; Other all is the setting design like parts such as the template and the framves of wiping one's face; If vertical shaft shape appearance not of uniform size then most of die body structure is just different can only " well one mould ", speed of application is slow; Construction cost height and slding form operation finish the most of steel work in back and do scrap iron processing, not environmental protection of the utmost point
As one embodiment of the present invention; Extremely shown in Figure 27 like Fig. 1; A kind of modular sliding formwork comprises plateform system, hoisting frame system and template system, and plateform system comprises operating platform and assembly platform; Said operating platform is made up of main console module 1, truss module 2 and centre frame module 3, and above-mentioned each module removably connects through contiguous block; Above-mentioned each module is universal standard part, and said contiguous block is non-universal standard part.In the present embodiment, as preferably, said main console module 1, truss module 2 and centre frame module 3 are processed by channel-section steel, angle steel and steel plate; Said contiguous block is divided into contiguous block A9 and contiguous block B10; All adopt channel-section steel and angle steel to process, removably connect through contiguous block B10 between the adjacent main console module 1, in the present embodiment; As preferably, two contiguous block B10 through symmetry between adjacent two main console modules 1 removably connect.Centre frame module 3 is connected the back and removably connects through contiguous block A9 and main console module 1 with truss module 2.Arrange facility such as concrete blanking system, hydraulic system and welding electric welding machine on the operating platform, each module of sliding formwork is assemblied into overall structure with the bolt connection after being transported to the building site.Jack is safeguarded and concrete closes a position to vibrate carries out on operating platform.
Said assembly platform is made up of the assistance platform module 7 and the console module 8 of wiping one's face, and assistance platform module 7 hangs on main console module 1 below, and the console module 8 of wiping one's face hangs on assistance platform module 7 belows; Assistance platform module 7 is universal standard part with the console module 8 of wiping one's face.Assistance platform module 7 makes things convenient for the staff to carry out horizontal reinforcement colligation installation, and the console module 8 confession sliding formwork demoulding concretes of wiping one's face are repaiied and smeared and the maintenance use.In the present embodiment, as preferably, the console module 8 of wiping one's face adopts angle steel to process, and comprises hook pull bar 81 and pull bar base plate 82, and both are transportation separately, the on-the-spot installation.Connect through contiguous block between the adjacent pull bar base plate 82, said contiguous block is non-universal standard part, and adjacent wiping one's face connects through the contiguous block bolt between the console module 8, and said contiguous block is non-universal standard part.In the present embodiment, as preferably, assistance platform module 7 comprises platform support 71 and platform floor 72, all adopts channel-section steel and angle steel to process, and both are transportation separately, on-the-spot installation.Adopt contiguous block to connect between the adjacent platforms base plate 72; Said contiguous block is non-universal standard part; Connect through the contiguous block bolt between the adjacent assistance platform module 7, the upper end of assistance platform module 7 is connected with main console module 1 through bolt, and the lower end is connected with the console module 8 of wiping one's face through bolt.Be provided with the guidance tape of walking that plank processes on operating platform and the assembly platform, make things convenient for the staff to walk.
Said hoisting frame system is made up of hoisting frame module 4.Said template system is made up of enclosure module 6 and formwork module 5, and above-mentioned each module is universal standard part.In the present embodiment, as preferably, said hoisting frame module 4 adopts channel-section steels, angle steel and steel plate to process; The hoisting frame module body 41 that comprises T shape is compared traditional Γ shape or F shape hoisting frame, and the hoisting frame module body 41 of T shape is easy to install through plane and three-dimensional cooperation more; Lifting force is bigger; In this example, as preferably, increased the design of the position of taking into account assistance platform module 7 on the hoisting frame module body 41.Hoisting frame module body 41 tops are provided with tubular support 42, are used to install hydraulic pressure punching jack 12.Hydraulic pressure punching jack 12 is provided with cramp bar 11.Hydraulic pressure punching jack 12 promotes hoisting frame system, plateform system and template system with cramp bar 11.Hoisting frame module body 41 both sides are respectively arranged with carriage 43, and hoisting frame module body 41 a wherein side is connected with assistance platform module 7 with main console module 1 respectively with carriage 43 through bolt, and opposite side is connected with enclosure module 6 with carriage 43 through bolt.In the present embodiment, as preferably, enclosure module 6 adopts channel-section steels to process, and connects through the junction plate bolt between the adjacent enclosure module 6.Said formwork module 5 adopts steel plate and angle steel to process, and comprises formwork module body 51, and said formwork module body 51 has removed the cross band of existing template for being provided with the flexible panel of vertical rib, adapts to the panel certain limit and becomes arc.Formwork module body 51 is provided with locator 52, and locator 52 is provided with adjustment screw 53, and formwork module 5 is connected with enclosure module 6 through locator 52.Enclosure module 6 is held formwork module 5 through locator 52 and is risen, and adjustment screw 53 withstands enclosure module 6 opposite sides and keeps definite shape not loosening by formwork module.In the present embodiment, as preferably, enclosure module 6 is two groups up and down, and parallel interval is connected on the corresponding formwork module body 51.
In the present embodiment, as preferably, template system also comprises corner formwork module and profiled template module, is connected with enclosure module 6 through locator 52 after formwork module 5, corner formwork module and the profiled template module combinations.Formwork module 5, corner formwork module and profiled template module can be formed into the template of multiple diameter and shape (circular arc of multiple curvature and straight line), are fit to different vertical shaft constructions.
Through hydraulic system (jack, hydraulic power unit, pipeline and valve etc.) and accessory system (slding form operation wind, water, electric system) acting in conjunction, construction principle of the present invention is following, under the hydraulic system operation; The hydraulic pressure punching jack 12 that climbs along cramp bar 11 drives the rising of hoisting frame system; The hoisting frame system drives operating platform, template system and assembly platform and rises, and has accomplished the sliding formwork motion that rises overally like this, constantly puts in storage at concrete and builds time; The staff is colligation vertical reinforcement and vibrated concrete on operating platform; Colligation horizontal reinforcement on assistance platform module 7 is modified demoulding concrete on the console module 8 of wiping one's face, sliding formwork raises and raises along with concrete; Sliding formwork rising one deck (about 30-40cm) is just accomplished circulation of slding form operation, constantly circulates and just can accomplish whole slding form operation.
Claims (9)
1. modular sliding formwork; Comprise plateform system, hoisting frame system and template system; Plateform system comprises operating platform and assembly platform, it is characterized in that: said operating platform is made up of main console module, truss module and centre frame module, and above-mentioned each module removably connects through contiguous block; Said assembly platform is made up of the assistance platform module and the console module of wiping one's face, and the assistance platform module hangs on main console module below, and the console module of wiping one's face hangs on assistance platform module below; Said hoisting frame system is made up of the hoisting frame module, and said template system is made up of enclosure module and formwork module, and above-mentioned each module is universal standard part, and said contiguous block is non-universal standard part.
2. modular sliding formwork according to claim 1; It is characterized in that: said contiguous block is divided into contiguous block A and contiguous block B; All adopt channel-section steel and angle steel to process; Removably connect through contiguous block B between the adjacent main console module, the centre frame module is connected the back and removably connects through contiguous block A and main console module with truss module.
3. modular sliding formwork according to claim 2; It is characterized in that: said main console module, truss module and centre frame module are processed by channel-section steel, angle steel and steel plate; Truss module is divided into upper strata truss module and lower floor's truss module, removably connects each other, and the centre frame module is divided into upper strata centre frame module and lower floor's centre frame module; Removably connect each other; A upper strata truss module wherein end removably connects through contiguous block A and main console module, and the other end and upper strata centre frame module removably connect, and an end of lower floor's truss module and lower floor's centre frame module removably connect.
4. modular sliding formwork according to claim 1; It is characterized in that: the assistance platform module comprises platform support and platform floor, all adopts channel-section steel and angle steel to process, and adopts contiguous block to connect between the adjacent platforms base plate; Said contiguous block is non-universal standard part; Connect through the contiguous block bolt between the adjacent assistance platform module, the upper end of assistance platform module is connected with main console module through bolt, and the lower end is connected with the console module of wiping one's face through bolt.
5. modular sliding formwork according to claim 1; It is characterized in that: the console module of wiping one's face adopts angle steel to process; Comprise hook pull bar and pull bar base plate; Connect through contiguous block between the adjacent pull bar base plate, said contiguous block is non-universal standard part, and adjacent wiping one's face connects through the contiguous block bolt between the console module.
6. modular sliding formwork according to claim 1; It is characterized in that: said hoisting frame module adopts channel-section steel, angle steel and steel plate to process; The hoisting frame module body that comprises T shape, hoisting frame module body top is provided with tubular support, and hoisting frame module body both sides are respectively arranged with carriage; A hoisting frame module body wherein side is connected with the assistance platform module with main console module respectively with carriage through bolt, and opposite side is connected with the enclosure module with carriage through bolt.
7. modular sliding formwork according to claim 1 is characterized in that: the enclosure module adopts channel-section steel to process, and connects through the junction plate bolt between the adjacent enclosure module.
8. modular sliding formwork according to claim 1; It is characterized in that: said formwork module adopts steel plate and angle steel to process; Comprise the formwork module body, said formwork module body is the flexible panel that is provided with vertical rib, and the formwork module body is provided with locator; Locator is provided with the adjustment screw, and formwork module is connected with the enclosure module through locator.
9. modular sliding formwork according to claim 1 is characterized in that: template system also comprises corner formwork module and profiled template module, is connected with the enclosure module through locator after formwork module, corner formwork module and the profiled template module combinations.
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| CN201110172938A CN102322138A (en) | 2011-06-24 | 2011-06-24 | The modular sliding formwork |
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| CN201110172938A CN102322138A (en) | 2011-06-24 | 2011-06-24 | The modular sliding formwork |
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| CN102322138A true CN102322138A (en) | 2012-01-18 |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102619326A (en) * | 2012-03-22 | 2012-08-01 | 成都市第四建筑工程公司 | Detachable sliding formwork device |
| CN105134220A (en) * | 2015-08-25 | 2015-12-09 | 三峡大学 | Hydraulic sliding formwork for vertical shaft lining |
| CN105863645A (en) * | 2016-05-17 | 2016-08-17 | 中国水利水电第五工程局有限公司 | Large shaft formwork climbing system |
| CN109882204A (en) * | 2019-03-22 | 2019-06-14 | 中铁隧道集团二处有限公司 | A kind of sliding mode system operating platform and its installation method for tunnel shaft lining cutting |
| CN111649906A (en) * | 2020-08-06 | 2020-09-11 | 中国空气动力研究与发展中心低速空气动力研究所 | Sliding film following control method of oil receiving machine model supporting device for wind tunnel test |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
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| CN105134220A (en) * | 2015-08-25 | 2015-12-09 | 三峡大学 | Hydraulic sliding formwork for vertical shaft lining |
| CN105134220B (en) * | 2015-08-25 | 2018-03-16 | 三峡大学 | A kind of vertical shaft lining cutting hydraulic slip-form |
| CN105863645A (en) * | 2016-05-17 | 2016-08-17 | 中国水利水电第五工程局有限公司 | Large shaft formwork climbing system |
| CN109882204A (en) * | 2019-03-22 | 2019-06-14 | 中铁隧道集团二处有限公司 | A kind of sliding mode system operating platform and its installation method for tunnel shaft lining cutting |
| CN111649906A (en) * | 2020-08-06 | 2020-09-11 | 中国空气动力研究与发展中心低速空气动力研究所 | Sliding film following control method of oil receiving machine model supporting device for wind tunnel test |
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Application publication date: 20120118 |