CN105887688A - Elevation adjusting device of suspended beam template, movable template and elevation adjusting method - Google Patents

Abstract

The invention discloses an elevation adjusting device of a suspended beam template, a movable template and an elevation adjusting method. The elevation adjusting device of the suspended beam template comprises an upper transverse beam and the suspended beam template, wherein the two ends of the suspended beam template are rotationally connected onto a first end and a second end of the upper transverse beam respectively; an annular outer rib framework is formed by surrounding the upper transverse beam and the suspended beam template; an outer template is paved at the bottom of an inner ring of the annular outer rib framework; the upper transverse beam is supported through a first mechanical spiral top in an inner cavity of a first main beam; the upper transverse beam is supported through a second mechanical spiral top in an inner cavity of a second main beam; a lever mechanism is composed of the upper transverse beam, the first mechanical spiral top and the second mechanical spiral top; the first mechanical spiral top is used as a force application point of the lever mechanism and the second mechanical spiral top is used as a supporting point of the lever mechanism, so as to adjust the elevation of the suspended beam template; and/or the first mechanical spiral top is used as the supporting point of the lever mechanism and the second mechanical spiral top is used as the force application point of the lever mechanism, so as to adjust the elevation of the suspended beam template. The elevation adjusting device of the suspended beam template is simple to adjust, high in safety and high in precision.

Description

Drop in beam formwork elevation measuring adjusting means, mobile formwork and absolute altitude control method

Technical field

The present invention relates to municipal administration bridge and build technical field, especially, relate to the drop in beam formwork elevation measuring of a kind of mobile formwork Adjusting means.Moreover, it relates to the mobile mould of a kind of drop in beam formwork elevation measuring adjusting means including above-mentioned mobile formwork Frame.Moreover, it relates to the drop in beam formwork elevation measuring control method of a kind of mobile formwork.

Background technology

At present, because of each city traffic demand, ultra-wide multilane bridge is increasingly favored.Construction of Continuous Box Beam needs Use mobile formwork, utilize cushion cap or pier stud as supporting, bridge is carried out the construction of cast in situs.Its main feature: construction Quality is good, and constructing operation is easy, with low cost etc..Abroad, be employed in highway bridge the most widely, the continuous beam of railway bridge is executed In work, it it is relatively advanced construction method.Domestic having started to uses on highway, special line for passenger trains.Mobile formwork leads to Frequently with laterally overall die sinking cross across form, this operating mode is mobile formwork dangerous working condition in actual applications, and overall Coefficient of stability increases along with laterally-opening width and is greatly lowered.

During Construction Through Form on Traveler, the absolute altitude control of drop in beam template system is the key of box beam integral linear management and control. Traditional mobile formwork is bottom drop in beam and both sides are provided with adjustable exterior sheathing support post or steel diagonal brace pull bar.Treat girder After overall liter falls position, by regulation support post and diagonal brace, make each several part exterior sheathing absolute altitude reach design load, thus realize mould The absolute altitude of plate controls.Following shortcoming is there is in said method in practice of construction:

1, bottom mould bases, working environment is poor, lacks operation platform, the most on the water and there is pole under work high above the ground environment Big security risk；

2, support post and diagonal brace quantity are excessive, need to consume substantial amounts of time, artificial, material；

3, during Local Members regulation, often leading to periphery template system and linkage deformation or displacement occur, regulation process is overall Poor synchronization.

4, exterior sheathing support post adjustable extent is too small, and actual effect is limited；Steel diagonal brace pull bar installing/dismounting difficulty is big, And after being used for multiple times, easily bend deformation.

Summary of the invention

The invention provides a kind of drop in beam formwork elevation measuring adjusting means, mobile formwork and absolute altitude control method, existing to solve Regulation exterior sheathing absolute altitude is to meet Site Template construction requirement to have mobile formwork to use directly, and regulation needs support vertical by regulation Post and diagonal brace, make each several part exterior sheathing absolute altitude reach design load, thus the absolute altitude realizing template control, support post and diagonal brace number Measuring excessive, need a large amount of artificial, time and materials consumption during regulation exterior sheathing absolute altitude, there is security risk in work high above the ground；Absolute altitude Malformation or displacement, poor synchronization it is easily caused during regulation；Range of accommodation is little, the technical problem of the dismounting big grade of difficulty.

According to an aspect of the present invention, it is provided that the drop in beam formwork elevation measuring adjusting means of a kind of mobile formwork, including simultaneously First girder of through mobile formwork and the second girder the entablature horizontally arranged, two ends are rotationally connected with horizontal stroke respectively First end of beam and the drop in beam template of the second end, entablature and drop in beam template enclose formation ring shape external fin framework, outside ring shape Exterior sheathing 11 it is equipped with bottom the inner ring of rib framework, by the first mechanical spiral top support entablature in the inner chamber of the first girder, By the second mechanical spiral top support entablature in the inner chamber of the second girder, entablature, the first mechanical spiral top and the second machinery Spiral top constitutes the leverage for regulating ring shape external fin framework entirety absolute altitude；First mechanical spiral top is as leverage The point of application, the second mechanical spiral top is as the fulcrum of leverage, to regulate the absolute altitude of drop in beam template；And/or first machinery Spiral top is as the fulcrum of leverage, and the second mechanical spiral top is as the point of application of leverage, to regulate drop in beam template Absolute altitude.

Further, drop in beam template includes being rotationally connected with the first drop in beam of entablature the first end and being rotationally connected with Second drop in beam of crossbeam the second end；The encorbelmenting to hold to be connected in the lower section of entablature of encorbelment end and second drop in beam of the first drop in beam is closed Closing, entablature, the first drop in beam and the second drop in beam enclose formation ring shape external fin framework.

Further, it is rotationally connected by the first bearing pin between the first drop in beam and the first end of entablature, entablature The first end on be additionally provided with the first hydraulic jack for promoting the first drop in beam to rotate around the first bearing pin；Second drop in beam and entablature The second end between be rotationally connected by the second bearing pin, the second end of entablature is additionally provided with for promote the second drop in beam around The second hydraulic jack that second bearing pin rotates.

Further, the end top of encorbelmenting of encorbelment end top and second drop in beam of the first drop in beam is all equipped with exterior sheathing, Exterior sheathing is fixed on the first drop in beam and on the second drop in beam by connection column respectively.

Further, entablature includes multistage segmenting unit, and affixed by high-strength bolt between adjacent sectional unit is one Body.

According to a further aspect in the invention, additionally providing a kind of mobile formwork, it includes the drop in beam mould of above-mentioned mobile formwork Plate elevation adjusting device.

According to a further aspect in the invention, additionally provide the drop in beam formwork elevation measuring control method of a kind of mobile formwork, use The drop in beam formwork elevation measuring adjusting means of above-mentioned mobile formwork, comprises the following steps: a, absolute altitude to exterior sheathing measure to be checked, Calculate absolute altitude difference, determine the displacement that entablature two ends need to adjust；B, according to the first mechanical spiral top and entablature it Between position relationship and the second mechanical spiral top and entablature between position relationship, set up drop in beam template absolute altitude regulation reason Opinion model；C, obtain the first lifting relation function and the second mechanical spiral top of the first mechanical spiral top and entablature the first end The second lifting relation function with entablature the second end；The first lifting relation function and second that d, foundation obtain lifts relation letter Number realizes the accurate control of drop in beam formwork elevation measuring, to adjust the absolute altitude of exterior sheathing, eliminates the absolute altitude difference of exterior sheathing.

Further, the absolute altitude adjustment Theory model of the drop in beam template in step b is set up, particularly as follows: the first drop in beam is with upper The first binding site that crossbeam the first end combines produces the first binding site displacement A, the second drop in beam be combined with entablature the second end the Two binding sites produce the second binding site displacement B, and the first mechanical spiral top acts on the primary importance point of entablature and produces first Putting a displacement a, the second mechanical spiral top acts on the second position point of entablature and produces second position point displacement b, and first combines Point is L1 to the distance of primary importance point, and the distance of primary importance point to second position point is L2, the second position o'clock to second knot The distance of chalaza is L3, thus sets up the absolute altitude adjustment Theory model of drop in beam template.

Further, step c obtains the first lifting relation function and the second lifting relation function, particularly as follows: assume to adjust Joint process divides two to carry out, and first produces primary importance point displacement a, and now second position point is fulcrum, and the first binding site produces position Moving A1, the second binding site produces displacement B1, with upward direction for just, then:

$\begin{array}{cc}A1=\frac{(L1+L2)}{L2}\×a& B1=\frac{L3}{L2}\×a\end{array}$

Then, producing second position point displacement b, now primary importance point is fulcrum, and the first binding site A produces displacement A2, Second binding site B produces displacement B2, with upward direction for just, then:

$\begin{array}{cc}B2=\frac{(L2+L3)}{L2}\×b& A2=\frac{L3}{L2}\×b\end{array}$

According to A1+A2=A, B1+B2=B, have:

$\begin{array}{cc}A=\frac{(L1+L2)}{L2}\×a-\frac{L1}{L2}\×b& B=\frac{(L1+L2)}{L2}\×b-\frac{L3}{L2}\×a\end{array}$

The final first lifting relation function that obtains:

$a=\frac{L2L2+L2L3}{L1L2+L2L2+L2L3}A+\frac{L1L2}{L1L2+L2L2+L2L3}B$

The final second lifting relation function that obtains:

$b=\frac{L2L3}{L1L2+L2L2+L2L3}A+\frac{L2L2+L1L2}{L1L2+L2L2+L2L3}B.$

Further, according to first lifting relation function and second lifting relation function, it is thus achieved that the first mechanical spiral top and The height of the most required regulation in the second mechanical spiral top, by adjusting the first mechanical spiral top and the second mechanical spiral top, from And the absolute altitude realizing drop in beam template accurately controls, meet site operation requirement.

The method have the advantages that

The drop in beam formwork elevation measuring adjusting means of mobile formwork of the present invention, by leading at entablature and the first girder and second The connecting portion of beam is respectively provided with the first mechanical spiral top and the second mechanical spiral top, constitutes by entablature, the first mechanical spiral The leverage that top and the second mechanical spiral top are constituted, utilizes the first mechanical spiral top and the second mechanical spiral top to mutually form and execute The switching at any time of force and fulcrum, the point of application and fulcrum, thus accurately regulation is rotationally connected with the drop in beam template at entablature two ends Hoisting depth, accurately controlled the hoisting depth of exterior sheathing by drop in beam template, thus meet the exterior sheathing absolute altitude of site operation Requirement.Whole process is realized by the regulation on the first mechanical spiral top and the second mechanical spiral top, regulates simple and fast, safety Height, degree of regulation is high, it is possible to lowers manually, reduces regulating time and reduce extra material cost.Owing to being to whole extension Beam forms is adjusted, and therefore the synchronicity of absolute altitude regulation is good；Few to the application point of mould bases, active force is little, the material of mould bases becomes Shape is the least.

In addition to objects, features and advantages described above, the present invention also has other objects, features and advantages. Below with reference to figure, the present invention is further detailed explanation.

Accompanying drawing explanation

The accompanying drawing of the part constituting the application is used for providing a further understanding of the present invention, and the present invention's is schematic real Execute example and illustrate for explaining the present invention, being not intended that inappropriate limitation of the present invention.In the accompanying drawings:

Fig. 1 is the structural representation of the drop in beam formwork elevation measuring adjusting means of the mobile formwork of the preferred embodiment of the present invention；

Fig. 2 is the schematic diagram of the absolute altitude adjustment Theory model of the drop in beam template of the preferred embodiment of the present invention.

Marginal data:

1, the first girder；2, the second girder；3, entablature；4, drop in beam template；401, the first drop in beam；402, the second drop in beam； 5, the first mechanical spiral top；6, the second mechanical spiral top；7, the first bearing pin；8, the first hydraulic jack；9, the second bearing pin；10, Two hydraulic jacks；11, exterior sheathing；12, column is connected；13, high-strength bolt.

Detailed description of the invention

Below in conjunction with accompanying drawing, embodiments of the invention are described in detail, but the present invention can be limited by following and The multitude of different ways covered is implemented.

Fig. 1 is the structural representation of the drop in beam formwork elevation measuring adjusting means of the mobile formwork of the preferred embodiment of the present invention；Fig. 2 It it is the schematic diagram of the absolute altitude adjustment Theory model of the drop in beam template of the preferred embodiment of the present invention.

As it is shown in figure 1, the drop in beam formwork elevation measuring adjusting means of the mobile formwork of the present embodiment, including the most through mobile mould First girder 1 of frame and the second girder 2 entablature 3 horizontally arranged, two ends are rotationally connected with the of entablature 3 respectively The drop in beam template 4 of one end and the second end, entablature 3 and drop in beam template 4 enclose formation ring shape external fin framework, ring shape external fin frame It is equipped with exterior sheathing 11 bottom the inner ring of frame, the inner chamber of the first girder 1 supports entablature 3 by the first mechanical spiral top 5, the The inner chamber of two girders 2 supports entablature 3, entablature the 3, first mechanical spiral top 5 and the second machine by the second mechanical spiral top 6 Tool spiral top 6 constitutes the leverage for regulating ring shape external fin framework entirety absolute altitude；First mechanical spiral top 5 is as lever The point of application of mechanism, the second mechanical spiral top 6 is as the fulcrum of leverage, to regulate the absolute altitude of drop in beam template 4；And/or the One mechanical spiral top 5 is as the fulcrum of leverage, and the second mechanical spiral top 6 is as the point of application of leverage, to regulate extension The absolute altitude of beam forms 4.The drop in beam formwork elevation measuring adjusting means of mobile formwork of the present invention, by entablature 3 and the first girder 1 with And second the connecting portion of girder 2 be respectively provided with the first mechanical spiral top 5 and the second mechanical spiral top 6, constitute by entablature 3, The leverage that first mechanical spiral top 5 and the second mechanical spiral top 6 are constituted, utilizes the first mechanical spiral top 5 and the second machinery Spiral top 6 mutually forms the switching at any time of the point of application and fulcrum, the point of application and fulcrum, thus accurately regulation is rotationally connected with horizontal stroke The hoisting depth of the drop in beam template 4 at beam 3 two ends, is accurately controlled the hoisting depth of exterior sheathing 11, thus meets by drop in beam template 4 The exterior sheathing 11 absolute altitude requirement of site operation.Whole process passes through the first mechanical spiral top 5 and regulation on the second mechanical spiral top 6 Realization, regulates simple and fast, and safety is high, and degree of regulation is high, it is possible to lowers manually, reduces regulating time and reduce extra Material cost.Owing to being to be adjusted whole drop in beam template 4, therefore the synchronicity of absolute altitude regulation is good；Application point to mould bases Less, active force little, the deformation of the material of mould bases is the least.

As it is shown in figure 1, in the present embodiment, drop in beam template 4 includes the first drop in beam being rotationally connected with entablature 3 first end 401 and be rotationally connected with the second drop in beam 402 of entablature 3 second end.Encorbelment end and second drop in beam 402 of the first drop in beam 401 Encorbelment end the lower section of entablature 3 connect Guan Bi.Entablature the 3, first drop in beam 401 and the second drop in beam 402 enclose formation ring Shape external fin framework.

As it is shown in figure 1, in the present embodiment, entered by the first bearing pin 7 between the first drop in beam 401 and the first end of entablature 3 Row is rotationally connected.The first liquid for promoting the first drop in beam 401 to rotate it is additionally provided with around the first bearing pin 7 on first end of entablature 3 Compressing cylinder 8.It is rotationally connected by the second bearing pin 9 between second drop in beam 402 and the second end of entablature 3.The of entablature 3 The second hydraulic jack 10 for promoting the second drop in beam 402 to rotate it is additionally provided with around the second bearing pin 9 on two ends.

As it is shown in figure 1, in the present embodiment, encorbelmenting of the first drop in beam 401 holds top and encorbelmenting of the second drop in beam 402 to hold Portion is all equipped with the exterior sheathing 11 for molding bridge beam body.Exterior sheathing 11 is fixed in the first drop in beam by connection column 12 respectively On 401 and on the second drop in beam 402.

As it is shown in figure 1, in the present embodiment, entablature 3 includes multistage segmenting unit, by high-strength between adjacent sectional unit Bolt 13 fixes as one.

The mobile formwork of the present embodiment, including the drop in beam formwork elevation measuring adjusting means of above-mentioned mobile formwork.

As depicted in figs. 1 and 2, the drop in beam formwork elevation measuring control method of the mobile formwork of the present embodiment, use above-mentioned movement The drop in beam formwork elevation measuring adjusting means of mould bases, comprises the following steps: a, absolute altitude to exterior sheathing 11 measure to be checked, and calculates Go out elevation difference value, determine the displacement that entablature 3 two ends need to adjust；B, according between the first mechanical spiral top 5 and entablature 3 Position relationship between position relationship and the second mechanical spiral top 6 and entablature 3, sets up the absolute altitude regulation reason of drop in beam template 4 Opinion model；C, obtain the first mechanical spiral top 5, first lifting relation function and the second mechanical spiral with entablature 3 first end Top 6 lifts relation function with the second of entablature 3 second end；The first lifting relation function and the second lifting that d, foundation obtain are closed It is that function realizes accurately controlling of drop in beam template 4 absolute altitude, to adjust the absolute altitude of exterior sheathing 11, eliminates the elevation difference of exterior sheathing 11 Value.

As depicted in figs. 1 and 2, in the present embodiment, the absolute altitude adjustment Theory model of the drop in beam template 4 in step b is set up, tool Body is: the first binding site that the first drop in beam 401 is combined with entablature 3 first end produces the first binding site displacement A, the second drop in beam 402 the second binding sites being combined with entablature 3 second end produce the second binding site displacement B, and the first mechanical spiral top 5 acts on The primary importance point of crossbeam 3 produces primary importance point displacement a, and the second mechanical spiral top 6 acts on the second position point of entablature 3 Producing second position point displacement b, the distance of the first binding site to primary importance point is L1, and primary importance point is to second position point Distance is L2, and the distance of the second position o'clock to the second binding site is L3, thus sets up the absolute altitude adjustment Theory mould of drop in beam template 4 Type.

As depicted in figs. 1 and 2, in the present embodiment, step c obtains the first lifting relation function and the second lifting relation letter Number, particularly as follows: assume that regulation process divides two to carry out, first produces primary importance point displacement a, and now second position point is fulcrum, First binding site produces displacement A1, and the second binding site produces displacement B1, with upward direction for just, then:

$\begin{array}{cc}A1=\frac{(L1+L2)}{L2}\×a& B1=\frac{L3}{L2}\×a\end{array}$

Then, producing second position point displacement b, now primary importance point is fulcrum, and the first binding site A produces displacement A2, Second binding site B produces displacement B2, with upward direction for just, then:

$\begin{array}{cc}B2=\frac{(L2+L3)}{L2}\×b& A2=\frac{L3}{L2}\×b\end{array}$

According to A1+A2=A, B1+B2=B, have:

$\begin{array}{cc}A=\frac{(L1+L2)}{L2}\×a-\frac{L1}{L2}\×b& B=\frac{(L1+L2)}{L2}\×b-\frac{L3}{L2}\×a\end{array}$

The final first lifting relation function that obtains:

$a=\frac{L2L2+L2L3}{L1L2+L2L2+L2L3}A+\frac{L1L2}{L1L2+L2L2+L2L3}B$

The final second lifting relation function that obtains:

$b=\frac{L2L3}{L1L2+L2L2+L2L3}A+\frac{L2L2+L1L2}{L1L2+L2L2+L2L3}B.$

As depicted in figs. 1 and 2, in the present embodiment, according to the first lifting relation function and the second lifting relation function, it is thus achieved that The height of the most required regulation in the first mechanical spiral top 5 and the second mechanical spiral top 6, by adjusting the first mechanical spiral top 5 With the second mechanical spiral top 6, thus the absolute altitude realizing drop in beam template 4 accurately controls, and meets site operation requirement.

During enforcement, it is provided that a kind of device for the regulation of mobile formwork entablature bearing spiral top system absolute altitude, mainly Including mechanical spiral top, entablature 3,4 three parts of drop in beam template.Entablature bearing spiral top system elevation adjusting device, adopts With the arrangement form of the overall penetrating main beam of entablature 3, drop in beam adds connection bearing pin by hydraulic jack and is fixed on entablature two ends, whole Body forms round external fin framework.One mechanical spiral top support is respectively set in the girder of the left and right sides, in using high-strength bolt and girder Base and entablature are attached fixing.Exterior sheathing 11 entirety is layed in above drop in beam, by connect column 12, bolt or other Form and drop in beam form stable overall structure.Conveniently operate, regulate accurate, safe to use entablature bearing spiral top system System elevation adjusting device, by adjusting entablature absolute altitude, linkage causes two ends drop in beam template system to produce synchronous shift, it is achieved hang The control of beam forms absolute altitude, to solve, the quantities high, integrally-regulated of construction risk bottom existing mould bases is excessive and actual effect Bad drawback.

With mechanical spiral top as fulcrum, forming lever system together with entablature, drop in beam template system follows entablature two Length travel is held to produce synchronization lifting change.According to mechanical spiral top and entablature position relationship, can theorize model, logical Cross the function calculating spiral top with beam-end lifting relation, thus realize the accurate control of drop in beam template system absolute altitude.

Have the advantages that

1, often group drop in beam template system only need to be to mechanical spiral jacking Row sum-equal matrix at two, a whole set of mould bases Pass line adjustment workload Less, time and artificial can be greatly saved.

2, utilize lever principle, regulation interval, mechanical spiral top is amplified, strengthen drop in beam template system absolute altitude adjustable Joint property.

3, theorize computation model, carries out Precise control, is greatly improved the accuracy that mould bases absolute altitude controls.

Entablature bearing spiral top system elevation adjusting device mainly includes mechanical spiral top, through upper horizontal stroke in girder Beam, drop in beam and exterior sheathing 11.Mechanical spiral top is according to Construction Through Form on Traveler load situation, by Force Calculation, determines that product is advised Lattice.For convenience of transport and assembly, entablature 3 is divided into two sections, and intermediate node uses high-strength bolt 13 effectively to connect.Drop in beam leads to Cross hydraulic jack and bearing pin to be attached with entablature 3.Bottom drop in beam is provided above connecting column 12, is connected with steel exterior sheathing Form entirety.

Seeing Fig. 2, during operation, first being measured exterior sheathing 11 absolute altitude by survey crew is checked, and calculates elevation difference Value, determines that entablature 3 two ends need to adjust displacement.By setting up motion track model as shown in Figure 2, calculate spiral top with Beam-end longitudinally lifts the function of relation.

In Fig. 2, A, B represent entablature respectively and are fitted to each other a position displacement with drop in beam；A, b represent mechanical spiral top respectively Position displacement；L1, L2, L3 represent spacing between each point (ignoring the lateral displacement during each point regulation).

1, assume that regulation process is undertaken in two steps, first produce displacement a, now b is fulcrum, A, B point produce respectively displacement A1, B1, with upward direction displacement for just, then:

$\begin{array}{cc}A1=\frac{(L1+L2)}{L2}\×a& B1=\frac{L3}{L2}\×a\end{array}$

2, producing displacement b, now a is fulcrum, and A, B point produces displacement A2, B2 respectively, with upward direction displacement for just, then:

$\begin{array}{cc}B2=\frac{(L2+L3)}{L2}\×b& A2=\frac{L1}{L2}\×b\end{array}$

3, according to A1+A2=A, B1+B2=B, have:

$\begin{array}{cc}A=\frac{(L1+L2)}{L2}\×a-\frac{L1}{L2}\×b& B=\frac{(L2+L3)}{L2}\×b-\frac{L3}{L2}\×a\end{array}$

4, can be calculated:

$a=\frac{L2L2+L2L3}{L1L2+L2L2+L2L3}A+\frac{L1L2}{L1L2+L2L2+L2L3}B$

$b=\frac{L2L3}{L1L2+L2L2+L2L3}A+\frac{L2L2+L1L2}{L1L2+L2L2+L2L3}B$

Utilize above formula, the required regulation in mechanical spiral top height can be tried to achieve, by adjusting mechanical spiral top, can realize The absolute altitude of drop in beam template system accurately controls, to meet site operation requirement.

The foregoing is only the preferred embodiments of the present invention, be not limited to the present invention, for the skill of this area For art personnel, the present invention can have various modifications and variations.All within the spirit and principles in the present invention, that is made any repaiies Change, equivalent, improvement etc., should be included within the scope of the present invention.

Claims (10)

1. a drop in beam formwork elevation measuring adjusting means for mobile formwork, including the most through mobile formwork the first girder (1) and Second girder (2) the entablature (3) horizontally arranged, two ends are rotationally connected with the first end of described entablature (3) respectively With the drop in beam template (4) of the second end,

Described entablature (3) and described drop in beam template (4) enclose formation ring shape external fin framework,

It is equipped with exterior sheathing (11) bottom the inner ring of ring shape external fin framework,

It is characterized in that,

The inner chamber of described first girder (1) supports described entablature (3) by the first mechanical spiral top (5),

The inner chamber of described second girder (2) supports described entablature (3) by the second mechanical spiral top (6),

Described entablature (3), described first mechanical spiral top (5) and described second mechanical spiral top (6) composition are used for regulating ring The leverage of cast external fin framework entirety absolute altitude；

Described first mechanical spiral top (5) is as the point of application of leverage, and described second mechanical spiral top (6) is as Lever machine The fulcrum of structure, to regulate the absolute altitude of described drop in beam template (4)；And/or

Described first mechanical spiral top (5) is as the fulcrum of leverage, and described second mechanical spiral top (6) is as leverage The point of application, to regulate the absolute altitude of described drop in beam template (4).

The drop in beam formwork elevation measuring adjusting means of mobile formwork the most according to claim 1, it is characterised in that

Described drop in beam template (4) includes the first drop in beam (401) and the company of rotation being rotationally connected with described entablature (3) first end It is connected to second drop in beam (402) of described entablature (3) second end；

The end end lower section in described entablature (3) of encorbelmenting with described second drop in beam (402) of encorbelmenting of described first drop in beam (401) Connect Guan Bi,

Described entablature (3), described first drop in beam (401) and described second drop in beam (402) enclose formation ring shape external fin framework.

The drop in beam formwork elevation measuring adjusting means of mobile formwork the most according to claim 2, it is characterised in that

It is rotationally connected by the first bearing pin (7) between first end of described first drop in beam (401) and described entablature (3),

It is additionally provided with on first end of described entablature (3) for promoting described first drop in beam (401) to turn around described first bearing pin (7) Dynamic the first hydraulic jack (8)；

It is rotationally connected by the second bearing pin (9) between second end of described second drop in beam (402) and described entablature (3),

It is additionally provided with on second end of described entablature (3) for promoting described second drop in beam (402) to turn around described second bearing pin (9) Dynamic the second hydraulic jack (10).

The drop in beam formwork elevation measuring adjusting means of mobile formwork the most according to claim 3, it is characterised in that

Outside the end top of encorbelmenting of encorbelment end top and described second drop in beam (402) of described first drop in beam (401) is all equipped with Template (11),

Described exterior sheathing (11) is fixed on described first drop in beam (401) and described second drop in beam by connection column (12) respectively (402) on.

The drop in beam formwork elevation measuring adjusting means of mobile formwork the most according to any one of claim 1 to 4, its feature exists In,

Described entablature (3) includes multistage segmenting unit,

Fixed as one by high-strength bolt (13) between adjacent described segmenting unit.

6. a mobile formwork, it is characterised in that

Drop in beam formwork elevation measuring adjusting means including the mobile formwork according to any one of claim 1 to 5.

7. the drop in beam formwork elevation measuring control method of a mobile formwork, it is characterised in that

The drop in beam formwork elevation measuring adjusting means of employing mobile formwork according to any one of claim 1 to 5,

Comprise the following steps:

A, absolute altitude to exterior sheathing (11) measure to be checked, and calculates absolute altitude difference, determines that entablature (3) two ends need to adjust Displacement；

B, according to the position relationship between the first mechanical spiral top (5) and entablature (3) and the second mechanical spiral top (6) with upper Position relationship between crossbeam (3), sets up the absolute altitude adjustment Theory model of drop in beam template (4)；

C, the first lifting relation function obtaining the first mechanical spiral top (5) and entablature (3) first end and the second machinery spiral shell Rotation top (6) lifts relation function with the second of entablature (3) second end；

The first lifting relation function and the second lifting relation function that d, foundation obtain realize the accurate of drop in beam template (4) absolute altitude and control System, to adjust the absolute altitude of exterior sheathing (11), eliminates the absolute altitude difference of exterior sheathing (11).

The drop in beam formwork elevation measuring control method of mobile formwork the most according to claim 7, it is characterised in that

The absolute altitude adjustment Theory model of the drop in beam template (4) in described step b is set up, particularly as follows:

The first binding site that first drop in beam (401) is combined with entablature (3) first end produces the first binding site displacement A,

The second binding site that second drop in beam (402) is combined with entablature (3) second end produces the second binding site displacement B,

First mechanical spiral top (5) acts on the primary importance point of entablature (3) and produces primary importance point displacement a,

Second mechanical spiral top (6) acts on the second position point of entablature (3) and produces second position point displacement b,

First binding site is L1 to the distance of primary importance point,

Primary importance point is L2 to the distance of second position point,

The second position o'clock is L3 to the distance of the second binding site,

Thus set up the absolute altitude adjustment Theory model of drop in beam template (4).

The drop in beam formwork elevation measuring control method of mobile formwork the most according to claim 8, it is characterised in that

Described step c obtains the first lifting relation function and the second lifting relation function, particularly as follows:

Assuming that regulation process divides two to carry out, first produce primary importance point displacement a, now second position point is fulcrum, the first knot Chalaza produces displacement A1, and the second binding site produces displacement B1, with upward direction for just, then:

$\begin{array}{cc}A1=\frac{(L1+L2)}{L2}\×a& B1=\frac{L3}{L2}\×a\end{array}$

Then, producing second position point displacement b, now primary importance point is fulcrum, the first binding site A generation displacement A2, second Binding site B produces displacement B2, with upward direction for just, then:

$\begin{array}{cc}B2=\frac{(L2+L3)}{L2}\×b& A2=\frac{L3}{L2}\×b\end{array}$

According to A1+A2=A, B1+B2=B, have:

$\begin{array}{cc}A=\frac{(L1+L2)}{L2}\×a-\frac{L1}{L2}\×b& B=\frac{(L1+L2)}{L2}\×b-\frac{L3}{L2}\×a\end{array}$

The final first lifting relation function that obtains:

$a=\frac{L2L2+L2L3}{L1L2+L2L2+L2L3}A+\frac{L1L2}{L1L2+L2L2+L2L3}B$

The final second lifting relation function that obtains:

$b=\frac{L2L3}{L1L2+L2L2+L2L3}A+\frac{L2L2+L1L2}{L1L2+L2L2+L2L3}B.$

The drop in beam formwork elevation measuring control method of mobile formwork the most according to claim 9, it is characterised in that

According to the first lifting relation function and the second lifting relation function, it is thus achieved that the first mechanical spiral top (5) and the second machinery spiral shell The height of the most required regulation of rotation top (6),

By adjusting the first mechanical spiral top (5) and the second mechanical spiral top (6), thus realize the absolute altitude essence of drop in beam template (4) Really control, to meet site operation requirement.