CN205529932U - Choose formula basin construction structures outward - Google Patents

Abstract

The utility model discloses a choose formula basin construction structures outward, including the case roof beam, the top surface of case roof beam is equipped with many double pin cantilever beam, and each double pin cantilever beam's one end can be dismantled with the case roof beam and be connected, and its other end outwards extends into the cantilever from one side of case roof beam, each double pin cantilever beam's cantilever end suspends in midair and has the exterior sheathing, and the recess is established into with the bottom butt of case roof beam in order to enclose with the case roof beam to the exterior sheathing, all can dismantle between exterior sheathing and double pin cantilever beam, the adjacent exterior sheathing and be connected, be equipped with the inner formword in the recess, the inner formword is connected with corresponding all can dismantle between the exterior sheathing that sets up, the adjacent inner formword, and the pouring cavity who becomes to be used for concreting is established to inner formword and external mold hoarding, encloses between inner formword and the case roof beam and establishes into the basin. Among this neotype choose formula basin construction structures outward, exterior sheathing and inner formword installation are dismantled simply, and exterior sheathing and inner formword all can be dismantled the back reerection and use, need not the bearing structure at the outside of case roof beam construction supporting exterior sheathing and inner formword, so dangerous low during the construction.

Description

Outer instigating type tank constructing structure

Technical field

This utility model relates to building engineering construction field, especially, relating to a kind of outer instigating type tank constructing structure.

Background technology

In municipal administration bridge construction, bridge deck drainage construction always emphasis and difficult point.This bridge deck drainage system passes through direction across bridge cast iron Tapping pipe flow into outside tank, then converge in abutment collecting pit, its bridge deck drainage groove have encorbelment, thin-walled and the feature such as U-shaped. During the construction of this kind of bridge deck drainage groove, construction quality is difficult to control to, and when facing limit operation, danger is high, and uses during construction bridge deck drainage groove Model sheetinstallat, dismounting difficulty.

Utility model content

This utility model provides a kind of outer instigating type tank constructing structure, the danger existed during to solve the construction of existing outer instigating type tank Property high, model sheetinstallat and the technical problem of dismounting difficulty.

The technical solution adopted in the utility model is as follows:

A kind of outer instigating type tank constructing structure, including box beam, the end face of box beam is provided with much the most spaced apart pair Spelling Cantilever Beams, one end of each Two bors d's oeuveres Cantilever Beams removably connects with box beam, and its other end extends outward into cantilever from the side of box beam； Each Two bors d's oeuveres Cantilever Beams cantilever end suspention have exterior sheathing, exterior sheathing abut with the bottom of box beam with enclose with box beam be set as open-topped Groove, all removably connects between exterior sheathing with Two bors d's oeuveres Cantilever Beams, adjacent exterior sheathing；Each exterior sheathing and box beam are enclosed in the groove set It is provided with interior template, all removably connects between interior template with the exterior sheathing being correspondingly arranged, adjacent interior template, interior template and exterior sheathing Enclosing and be set as casting concrete with the chamber that pours of the sidewall of molding tank, interior template and box beam are enclosed and are set as tank.

Further, many Two bors d's oeuveres Cantilever Beams are uniformly arranged along the length direction of box beam, and the length of each Two bors d's oeuveres Cantilever Beams and box beam Direction is vertical；Each Two bors d's oeuveres Cantilever Beams be relatively fixed end with cantilever end can by the first connector of being embedded in advance in box beam and box beam Dismounting connects；Each exterior sheathing is removably connected, respectively by the cantilever end of many groups the second connector with the Two bors d's oeuveres Cantilever Beams being correspondingly arranged Interior template is removably connected with the exterior sheathing being correspondingly arranged by the 3rd connector.

Further, outer instigating type tank constructing structure also includes that the Two bors d's oeuveres for being connected by the most adjacent two Two bors d's oeuveres Cantilever Beams is solid Determine beam；Two bors d's oeuveres is fixed the two ends of beam and is erected on respectively on adjacent two piece Two bors d's oeuveres Cantilever Beams, and by through Two bors d's oeuveres Cantilever Beams and double The first connector spelling fixing beam is fixed with Two bors d's oeuveres Cantilever Beams.

Further, each exterior sheathing includes being vertically arranged and the first plate-shaped template, is that angle is connected and in plate with the first template Second template of shape；First template is connected with Two bors d's oeuveres Cantilever Beams by one group of second connector, and the second template is by one group second even Fitting and Two bors d's oeuveres Cantilever Beams are connected and abut with the bottom of box beam, in case concrete is between the second template and box beam when pouring Gap is revealed.

Further, polylith exterior sheathing there is the second template of part exterior sheathing to be provided with the through overflow for installing overflow pipe Hole, the exterior sheathing being provided with spout hole and the exterior sheathing being not provided with spout hole interval are arranged.

Further, the edge of each exterior sheathing is provided with the first securing plate arranged along its edge line, and adjacent two blocks of exterior sheathings are by same Time through both the first securing plate the 4th connector dismounting connect.

Further, the top margin of each first template is provided with the first connecting plate, and the first connecting plate is encorbelmented through the Two bors d's oeuveres being correspondingly arranged Upwardly extend after beam；Each interior template includes being correspondingly arranged with the first template and the 3rd plate-shaped template, is arranged at the 3rd template top The second connecting plate on limit, the second connecting plate upwardly extends after the Two bors d's oeuveres Cantilever Beams being correspondingly arranged；Interior template is by wearing simultaneously The 3rd connector crossing the second connecting plate and the first connecting plate is connected with exterior sheathing.

Further, the edge of each 3rd template is provided with the second securing plate arranged along its edge line, the second connecting plate be positioned at The second securing plate on three template top margins is fixed；In adjacent two pieces, template is by the 5th of the second securing plate also cross both the even Fitting dismounting connects.

Further, the back side of the first template, the second template and the 3rd template three be equipped with many for the back of the body strengthening rigidity, The many back ofs the body are in latticed layout.

Further, outer instigating type tank constructing structure also include many for preventing concreting time interior template tilt towards box beam Strut, the two ends of many struts sidewall with the 3rd template and box beam respectively is supported.

This utility model has the advantages that

In outer instigating type tank constructing structure of the present utility model, owing between Two bors d's oeuveres Cantilever Beams and box beam, exterior sheathing encorbelments with Two bors d's oeuveres All removably connect between beam, between each exterior sheathing, between interior template and exterior sheathing and between each interior template, so building outer choosing During formula tank constructing structure, Minitype swing machine can be used on the end face of box beam, exterior sheathing and interior template to be lifted, thus outward Template and the dismounting of interior model sheetinstallat are simple, and whole outer instigating type tank constructing structure is simple to operate when constructing, speed of application fast, and outward Template and interior template sectional lifting construction, so place is limited little during construction, can construct with other bridge floor accessory structures simultaneously；

Re-assemblying use after Two bors d's oeuveres Cantilever Beams, exterior sheathing and interior template are all detachable, when building outer instigating type tank, speed of application is fast, Stock utilization is high, and construction cost is low；

The weight of concrete when utilizing Two bors d's oeuveres Cantilever Beams bear exterior sheathing, interior template and construct, and execute without the outside in box beam Work supporting exterior sheathing and the supporting construction of interior template, and workman is without carrying out work high above the ground, so danger is low during construction, and can Further such that work progress is simple, efficiency of construction is high, the manpower and materials of cost are less.

In addition to objects, features and advantages described above, this utility model also has other objects, features and advantages. Below with reference to figure, this utility model is described in further detail.

Accompanying drawing explanation

The accompanying drawing of the part constituting the application is used for providing and being further appreciated by of the present utility model, of the present utility model schematically Embodiment and explanation thereof are used for explaining this utility model, are not intended that improper restriction of the present utility model.In the accompanying drawings:

Fig. 1 is the plan structure schematic diagram of the outer instigating type tank constructing structure of this utility model preferred embodiment；

Fig. 2 is the sectional structure schematic diagram of the outer instigating type tank constructing structure of Fig. 1；

Fig. 3 is the first structural representation of the exterior sheathing in the outer instigating type tank constructing structure of Fig. 1；

Fig. 4 is the second structural representation of the exterior sheathing in the outer instigating type tank constructing structure of Fig. 1；

Fig. 5 is the structural representation of the interior template in the outer instigating type tank constructing structure of Fig. 1.

Marginal data

10, box beam；20, Two bors d's oeuveres Cantilever Beams；30, exterior sheathing；301, spout hole；31, the first template；32, the second template； 33, the first securing plate；34, the first connecting plate；35, the back of the body；40, interior template；41, the 3rd template；42, second connects Plate；43, the second securing plate；50, the first connector；60, the second connector；70, the 3rd connector；80, Two bors d's oeuveres is fixed Beam；90, strut.

Detailed description of the invention

Below in conjunction with accompanying drawing, embodiment of the present utility model is described in detail, but this utility model can be limited by claim Multitude of different ways that is fixed and that cover is implemented.

As depicted in figs. 1 and 2, preferred embodiment of the present utility model provides a kind of outer instigating type tank constructing structure, including case Beam 10, the end face of box beam 10 is provided with many Two bors d's oeuveres Cantilever Beams 20 the most spaced apart, each Two bors d's oeuveres Cantilever Beams 20 One end removably connects with box beam 10, and the other end of each Two bors d's oeuveres Cantilever Beams 20 extends outward into cantilever from the side of box beam 10；Respectively The cantilever end suspention of Two bors d's oeuveres Cantilever Beams 20 has exterior sheathing 30, and exterior sheathing 30 abuts with the bottom of box beam 10 and sets to enclose with box beam 10 Become open-topped groove, all removably connect between exterior sheathing 30 with Two bors d's oeuveres Cantilever Beams 20, adjacent exterior sheathing 30；Each external mold Plate 30 and box beam 10 are provided with interior template 40, interior template 40 and the exterior sheathing 30 being correspondingly arranged, adjacent interior mould in enclosing the groove set All removably connecting between plate 40, interior template 40 and exterior sheathing 30 enclose and are set as casting concrete with the sidewall of molding tank Pour chamber, enclose between interior template 40 and box beam 10 and be set as tank.In outer instigating type tank constructing structure of the present utility model, due to Between Two bors d's oeuveres Cantilever Beams 20 and box beam 10, between exterior sheathing 30 and Two bors d's oeuveres Cantilever Beams 20, between each exterior sheathing 30, interior template All removably connect between 40 and exterior sheathing 30 and between each interior template 40, during so building outer instigating type tank constructing structure, can Minitype swing machine is used on the end face of box beam 10, exterior sheathing 30 and interior template 40 to be lifted, thus exterior sheathing 30 and interior Template 40 installing/dismounting is simple, and whole outer instigating type tank constructing structure is simple to operate when constructing, speed of application fast, and exterior sheathing 30 With interior template 40 sectional lifting construction, so place is limited little during construction, can construct with other bridge floor accessory structures simultaneously；Double Use is re-assemblied, speed of application when building outer instigating type tank after spelling Cantilever Beams 20, exterior sheathing 30 and interior template 40 are all detachable Hurry up, stock utilization is high, and construction cost is low；When utilizing Two bors d's oeuveres Cantilever Beams 20 to bear exterior sheathing 30, interior template 40 and construction The weight of concrete, and without in the outside of box beam 10 construction supporting exterior sheathing 30 and the supporting construction of interior template 40, and work People without carrying out work high above the ground, so construction time danger low, and can further such that work progress is simple, efficiency of construction is high, The manpower and materials spent are less.

Alternatively, as it is shown in figure 1, many Two bors d's oeuveres Cantilever Beams 20 are uniformly arranged along the length direction of box beam 10, and each Two bors d's oeuveres hangs Outrigger 20 is vertical with the length direction of box beam 10.Being relatively fixed with cantilever end of each Two bors d's oeuveres Cantilever Beams 20 is held by being embedded in case in advance The first connector 50 on beam 10 removably connects with box beam 10；Each exterior sheathing 30 is by how group the second connectors 60 are with corresponding The cantilever end of the Two bors d's oeuveres Cantilever Beams 20 arranged removably connects, outside each interior template 40 is passed through the 3rd connector 70 and is correspondingly arranged Template 30 removably connects.

In the present embodiment, as it is shown in figure 1, each Two bors d's oeuveres Cantilever Beams 20 includes two channel-section steels that are opposing and that be arranged in parallel.First connects Part 50 includes that one end is embedded in the outwardly directed Screw arbor with nut at both-ends of end face of the vertical box beam of the other end 10 in box beam 10 in advance, is set in turn in Pressing plate on Screw arbor with nut at both-ends and locking nut.During construction, Screw arbor with nut at both-ends passes between two channel-section steels of Two bors d's oeuveres Cantilever Beams 20, and Pressing plate can be made to compress the fixing end of two channel-section steels by tightening locking nut simultaneously, thus Two bors d's oeuveres Cantilever Beams 20 is fixed on box beam The end face of 10.Pressing plate that the cantilever end of two channel-section steels again by Screw arbor with nut at both-ends, is arranged at Screw arbor with nut at both-ends one end and locking nut, The pressing plate being arranged at the Screw arbor with nut at both-ends other end is connected with locking nut.

Preferably, as it is shown in figure 1, outer instigating type tank constructing structure also includes for being linked to be by the most adjacent two Two bors d's oeuveres Cantilever Beams 20 The Two bors d's oeuveres of one fixes beam 80；Two bors d's oeuveres is fixed the two ends of beam 80 and is erected on respectively on adjacent two piece Two bors d's oeuveres Cantilever Beams 20, and logical Cross and fix the first connector 50 of beam 80 through Two bors d's oeuveres Cantilever Beams 20 and Two bors d's oeuveres and fix with Two bors d's oeuveres Cantilever Beams 20.In the present embodiment, Two bors d's oeuveres is fixed the two ends of beam 80 and is supported on respectively on adjacent two piece Two bors d's oeuveres Cantilever Beams 20, each Two bors d's oeuveres fix beam 80 include opposing and Two channel-section steels be arrangeding in parallel, the Screw arbor with nut at both-ends in the first connector 50 sequentially passes through Two bors d's oeuveres Cantilever Beams 20 and Two bors d's oeuveres fixes beam 80, Make pressing plate compress Two bors d's oeuveres to fix two channel-section steels of beam 80, Two bors d's oeuveres can be made to fix beam 80 and Two bors d's oeuveres by tightening locking nut simultaneously Cantilever Beams 20 is fixed with box beam 10.

Alternatively, as shown in Figures 2 and 3, each exterior sheathing 30 includes being vertically arranged and the first plate-shaped template 31 and first Template 31 is connected in angle and the second plate-shaped template 32；First template 31 is encorbelmented with Two bors d's oeuveres by one group of second connector 60 Beam 20 is connected, and the second template 32 is connected with Two bors d's oeuveres Cantilever Beams 20 by one group of second connector 60 and supports with the bottom of box beam 10 Connect, in case concrete is revealed from the gap between the second template 32 and box beam 10 when pouring.

In the present embodiment, the second connector 60 include equally Screw arbor with nut at both-ends, the pressing plate being arranged at Screw arbor with nut at both-ends one end and locking nut, Being arranged at pressing plate and the locking nut of the Screw arbor with nut at both-ends other end, the top of Screw arbor with nut at both-ends is worn between two channel-section steels of Two bors d's oeuveres Cantilever Beams 20 Being connected with one group of pressing plate and locking nut after going out, pressing plate and locking screw are organized with another after the second template 32 in the bottom of Screw arbor with nut at both-ends Parent phase even, can make exterior sheathing 30 be connected with Two bors d's oeuveres Cantilever Beams 20 by the locking nut at regulation Screw arbor with nut at both-ends two ends.Preferably, Owing to the second template 32 is swash plate, for making the pressing plate being positioned at Screw arbor with nut at both-ends bottom compress the second template 32, so in the second template The back side of 32 arranges the auxiliary channel-section steel of level, during connection, compresses auxiliary channel-section steel by pressing plate thus compresses the second template 32.

In second embodiment of the present utility model, as shown in Figure 4, unlike above-mentioned first embodiment, polylith exterior sheathing 30 In have the second template 32 of part exterior sheathing 30 to be provided with the through spout hole 301 for installing overflow pipe, be provided with spout hole The exterior sheathing 30 of 301 and be not provided with exterior sheathing 30 interval of spout hole 301 and arrange.Spout hole 301 be used for that overflow pipe is installed so that Water in tank discharges.

Preferably due to the first template 31 and the second template 32 are relatively thin steel plate, for preventing exterior sheathing 30 construction from bearing mixed Deform during solidifying soil thus affect construction quality, so arrange the first securing plate arranged along its edge line at the edge of each exterior sheathing 30 33.First securing plate 33 not only can strengthen the rigidity of exterior sheathing 30, the most also when adjacent two blocks of exterior sheathings 30 connect so that Adjacent two blocks of exterior sheathings 30 are removably connected by the 4th connector of the first securing plate 33 also cross both.The present embodiment In, the 4th connector includes Screw arbor with nut at both-ends, the pressing plate being arranged at Screw arbor with nut at both-ends one end and locking nut equally, is arranged at drawing spiral shell The pressing plate of the bar other end and locking nut.

Alternatively, as shown in Fig. 3, Fig. 4 and Fig. 5, the top margin of each first template 31 is provided with the first connecting plate 34, and first even Fishplate bar 34 upwardly extends after the Two bors d's oeuveres Cantilever Beams 20 being correspondingly arranged；Each interior template 40 includes set corresponding with the first template 31 Putting and the 3rd plate-shaped template 41, the second connecting plate 42 of being arranged on the 3rd template 41 top margin, the second connecting plate 42 passes Upwardly extend after the Two bors d's oeuveres Cantilever Beams 20 being correspondingly arranged；Interior template 40 is by also cross the second connecting plate 42 and the first connecting plate 3rd connector 70 of 34 is connected with exterior sheathing 30.In the present embodiment, both the first connecting plate 34 and the second connecting plate 42 from Being connected through rear with the 3rd connector 70 in the gap of two channel-section steels of Two bors d's oeuveres Cantilever Beams 20, it is right that the 3rd connector 70 includes equally Draw screw rod, the pressing plate being arranged at Screw arbor with nut at both-ends one end and locking nut, the pressing plate being arranged at the Screw arbor with nut at both-ends other end and locking nut, And can be by the locking nut on regulation Screw arbor with nut at both-ends with regulation exterior sheathing 30 and interior template 40 spacing between the two, it is ensured that water Groove meets design size.

Preferably, as it is shown in figure 5, owing to the 3rd template 41 is relatively thin steel plate, for preventing the construction of interior template 40 from bearing coagulation Deform during soil thus affect construction quality, so being provided with, at the edge of each 3rd template 41, the second securing plate arranged along its edge line 43, the second connecting plate 42 is fixed with the second securing plate 43 being positioned on the 3rd template 41 top margin；In adjacent two pieces, template 40 is led to The 5th connector dismounting crossing the second securing plate 43 also cross both connects.

Further, as shown in Figures 3 to 5, for strengthening exterior sheathing 30 and the intensity of interior template 40 further, construction is prevented Time stress deformation, in the present embodiment, be respectively provided with many at the back side of first template the 31, second template 32 and the 3rd template 41 three Root is for strengthening the back of the body 35 of rigidity, and the many back ofs the body 35 are in latticed layout.

It is highly preferred that as in figure 2 it is shown, owing to interior template 40 is only connected with exterior sheathing, for preventing from executing by the 3rd connector 70 When work topples over concrete, interior template 40 rolls tiltedly towards box beam 10 under the squeezing action of concrete, so arranging many for preventing The strut 90 that when only pouring, interior template 40 tilts towards box beam 10, the two ends of many struts 90 respectively with the 3rd template 41 and box beam The sidewall of 10 is supported.By arranging strut 90 between interior template 40 and the sidewall of box beam 10, it is ensured that interior template 40 when pouring Not run-off the straight, thus ensure the pouring quality of tank.

The foregoing is only preferred embodiment of the present utility model, be not limited to this utility model, for this area For technical staff, this utility model can have various modifications and variations.All within spirit of the present utility model and principle, institute Any modification, equivalent substitution and improvement etc. made, within should be included in protection domain of the present utility model.

Claims (10)

1. an outer instigating type tank constructing structure, it is characterised in that

Including box beam (10), the end face of described box beam (10) is provided with many Two bors d's oeuveres the most spaced apart and encorbelments Beam (20), one end of each described Two bors d's oeuveres Cantilever Beams (20) removably connects with described box beam (10), and its other end is from institute The side stating box beam (10) extends outward into cantilever；

The cantilever end suspention of each described Two bors d's oeuveres Cantilever Beams (20) has exterior sheathing (30), described exterior sheathing (30) and described case The bottom of beam (10) abuts and is set as open-topped groove to enclose with described box beam (10), described exterior sheathing (30) with All removably connect between described Two bors d's oeuveres Cantilever Beams (20), adjacent described exterior sheathing (30)；

Each described exterior sheathing (30) and described box beam (10) are provided with interior template (40) in enclosing the described groove set, described interior All removably connect between template (40) with the described exterior sheathing (30) being correspondingly arranged, adjacent described interior template (40), Described interior template (40) and described exterior sheathing (30) enclose and are set as casting concrete pouring with the sidewall of molding tank Chamber, described interior template (40) and described box beam (10) are enclosed and are set as tank.

Outer instigating type tank constructing structure the most according to claim 1, it is characterised in that

Many described Two bors d's oeuveres Cantilever Beams (20) are uniformly arranged along the length direction of described box beam (10), and each described Two bors d's oeuveres Cantilever Beams (20) is vertical with the length direction of described box beam (10)；

Being relatively fixed with cantilever end of each described Two bors d's oeuveres Cantilever Beams (20) is held by being embedded in advance in described box beam (10) First connector (50) removably connects with described box beam (10)；

Each described exterior sheathing (30) is by many groups the second connector (60) and the described Two bors d's oeuveres Cantilever Beams (20) being correspondingly arranged Cantilever end removably connect, each described interior template (40) by the 3rd connector (70) be correspondingly arranged described outside Template (30) removably connects.

Outer instigating type tank constructing structure the most according to claim 2, it is characterised in that

Described outer instigating type tank constructing structure also includes for the most adjacent two described Two bors d's oeuveres Cantilever Beams (20) being connected Two bors d's oeuveres fix beam (80)；

Described Two bors d's oeuveres is fixed the two ends of beam (80) and is erected on respectively on adjacent two piece described Two bors d's oeuveres Cantilever Beams (20), and By fixing described first connector (50) and the institute of beam (80) through described Two bors d's oeuveres Cantilever Beams (20) and described Two bors d's oeuveres State Two bors d's oeuveres Cantilever Beams (20) to fix.

Outer instigating type tank constructing structure the most according to claim 2, it is characterised in that

Each described exterior sheathing (30) includes being vertically arranged and plate-shaped the first template (31) and described first template (31) It is connected in angle and plate-shaped the second template (32)；

Described first template (31) is connected with described Two bors d's oeuveres Cantilever Beams (20) by the second connector (60) described in a group, Described second template (32) be connected with described Two bors d's oeuveres Cantilever Beams (20) by the second connector (60) described in a group and with The bottom of described box beam (10) abuts, in case concrete is from described second template (32) and described box beam (10) when pouring Between gap reveal.

Outer instigating type tank constructing structure the most according to claim 4, it is characterised in that

Described second template (32) having the described exterior sheathing of part (30) in exterior sheathing described in polylith (30) is provided with passes through The logical spout hole (301) for installing overflow pipe, be provided with the described exterior sheathing (30) of described spout hole (301) with not Described exterior sheathing (30) interval being provided with described spout hole (301) is arranged.

Outer instigating type tank constructing structure the most according to claim 4, it is characterised in that

The edge of each described exterior sheathing (30) is provided with the first securing plate (33) arranged along its edge line, described in adjacent two pieces Exterior sheathing (30) is connected by the 4th connector dismounting of described first securing plate (33) also cross both.

Outer instigating type tank constructing structure the most according to claim 4, it is characterised in that

The top margin of each described first template (31) is provided with the first connecting plate (34), and described first connecting plate (34) passes Upwardly extend after the described Two bors d's oeuveres Cantilever Beams (20) being correspondingly arranged；

Each described interior template (40) includes being correspondingly arranged with described first template (31) and the 3rd plate-shaped template (41), Being arranged at the second connecting plate (42) on described 3rd template (41) top margin, described second connecting plate (42) is through correspondence Upwardly extend after the described Two bors d's oeuveres Cantilever Beams (20) arranged；

Described interior template (40) is by also cross described second connecting plate (42) and described first connecting plate (34) Described 3rd connector (70) is connected with described exterior sheathing (30).

Outer instigating type tank constructing structure the most according to claim 7, it is characterised in that

The edge of each described 3rd template (41) is provided with the second securing plate (43) arranged along its edge line, and described second even Fishplate bar (42) is fixed with described second securing plate (43) being positioned on described 3rd template (41) top margin；

The 5th connection by described second securing plate (43) also cross both of the adjacent two pieces of described interior templates (40) Part dismounting connects.

Outer instigating type tank constructing structure the most according to claim 7, it is characterised in that

The back side of described first template (31), described second template (32) and described 3rd template (41) three is equipped with The many back ofs the body (35) being used for strengthening rigidity, the many described back ofs the body (35) are in latticed layout.

Outer instigating type tank constructing structure the most according to claim 7, it is characterised in that

Described outer instigating type tank constructing structure also include many for preventing concreting time described interior template (40) towards institute State the strut (90) that box beam (10) tilts, the two ends of many described struts (90) respectively with described 3rd template (41) Support with the sidewall of described box beam (10).