CN206309010U - Concrete cast-in-situ wall, dike assembling die and its concrete mold - Google Patents
Concrete cast-in-situ wall, dike assembling die and its concrete mold Download PDFInfo
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- CN206309010U CN206309010U CN201621392503.9U CN201621392503U CN206309010U CN 206309010 U CN206309010 U CN 206309010U CN 201621392503 U CN201621392503 U CN 201621392503U CN 206309010 U CN206309010 U CN 206309010U
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Abstract
The utility model concrete cast-in-situ wall, dike assembling die and its concrete mold, it is related to building mould field, aim to solve the problem that existing concrete mold can not easily adjust its length dimension and height dimension in use, and for being inconvenient to shift to an earlier date the problem of form removal radiating after casting concrete, a kind of concrete mold is provided, it includes at least two stressed templates being sequentially arranged at intervals.The connection template that multiple bearing of trends along stressed template are stacked gradually is provided between adjacent stressed template.The two ends for connecting template connect with adjacent stressed template respectively, and the connection at least partly connected between the two ends of template and adjacent stressed template is detachably connected.The beneficial effects of the utility model are that the size of the length direction of concrete mold and the size of short transverse can easily be adjusted, and part connection template can be removed when needed, facilitate the radiating of concrete component or concrete component is conserved, it is ensured that the quality of gained concrete component.
Description
Technical field
The utility model is related to building mould field, in particular to a kind of concrete mold.The utility model is also related to
And a kind of concrete cast-in-situ wall assembling die and a kind of concrete cast-in-situ dike assembling die with the concrete mold
Background technology
Concrete mold is the instrument for formation of concrete component.Structure according to required shaping is different, and it may make up
The concrete cast-in-situ mould such as beam, post, wall, wellhole.
Existing concrete mold can not easily adjust its length dimension and height dimension in use, and for pouring
Be inconvenient to shift to an earlier date form removal radiating after building concrete.
Utility model content
The utility model aims to provide a kind of concrete mold, in use can not with solving existing concrete mold
Its length dimension and height dimension are easily adjusted, and for being inconvenient to shift to an earlier date the problem of form removal radiating after casting concrete.
Another object of the present utility model is to provide a kind of concrete cast-in-situ wall combination with above-mentioned concrete mold
Mould.
A further object of the present utility model is to provide a kind of concrete cast-in-situ dike combination with above-mentioned concrete mold
Mould.
What embodiment of the present utility model was realized in：
A kind of concrete mold, it includes at least two stressed templates being sequentially arranged at intervals on the first preset direction.
The connection template that multiple bearing of trends along stressed template are stacked gradually is provided between adjacent stressed template.Connection template
Two ends connect with adjacent stressed template respectively, and the company at least partly between the two ends of connection template and adjacent stressed template
It is connected in detachably connected.Stressed template possesses first surface, and connection template possesses second surface.The second of multiple connection template
Surface collectively forms continuous sub- working face.Sub- working face collectively forms continuous main working face with first surface.
Concrete mold in the present embodiment passes through multiple stressed templates and the multiple being connected between adjacent stressed template
Connection template is constituted and formed, and is at least had the advantages that：The size of the length direction of the concrete mold in the present embodiment
Size with short transverse can easily be adjusted, to be combined into larger or smaller concrete mold.In the present embodiment
Concrete mold part connection template can be removed when needed, facilitate the radiating of concrete component or to concrete structure
Part is conserved, it is ensured that the quality of gained concrete component, reduces the concrete defects such as expansion crack.Also, the portion first pulled down
Dividing connection template can continue to be used in turn, and accelerate the turnover rate of connection template.
Further：
It is between the corresponding stressed template of each connection template and is detachably connected.
Further：
Main working face is plane, folding face or curved surface.
Further：
The shape and structure all same of each connection template.
Further：
Each connection template includes middleware and is connected to the connecting portion at middleware two ends.Connecting portion is used to connect
Corresponding stressed template.
Further：
Middleware is the strip structure of channel-section, and the outer surface of the bottom wall of middleware constitutes the second table of connection template
Face.Connecting portion includes the first connecting plate and the second connecting plate that are connected with each other.First connecting plate is connected to one end of middleware, the
Two connecting plates are removably connected to stressed template.
Further：
Stressed template has threeth surface relative with first surface, and stud is connected with the 3rd surface of stressed template,
Second connecting plate passes through the connection borehole jack that opens up thereon and crosses stud, and is fixed on the threaded connection of stud by attaching nut and receives
Power template.
Further：
Connecting portion is by the first connecting plate and the integrally formed angle steel of the second connecting plate.
Further：
Stressed template includes intermediate plate and is connected to the side plate of intermediate plate both sides.Connection template is connected to stressed template
Side plate.
Further：
Intermediate plate is the strip structure of channel-section, and side plate is the strip structure in L-shaped section.Two side plates are symmetrically connected to
Two side walls of intermediate plate.
A kind of concrete mold, it includes at least two stressed templates being sequentially arranged at intervals on the first preset direction.
The connection template that multiple bearing of trends along stressed template are stacked gradually is provided between adjacent stressed template.Connection template bag
Include the first channel-section steel and two the first angle steel.Two the first angle steel are symmetrically welded at the two ends of the first channel-section steel.Stressed template includes the
Two channel-section steels and two the second angle steel.Two symmetrical both sides for being connected to the second channel-section steel of the second angle steel.Each first angle steel parallel to
The bottom wall of the first channel-section steel be removably connected to its corresponding second angle steel perpendicular to the side wall of the second channel-section steel while.Two
The lateral surface on one side of individual first angle steel is parallel with the lateral surface of the bottom wall of the first channel-section steel and constitutes the bottom wall of relative first channel-section steel
Step surface from the first channel-section steel bottom wall to its notch direction that offset from of lateral surface.The medial surface on one side of the second angle steel has vertical
Stretch out the stud to be formed.One side of first angle steel covered stud by perforate thereon, and was threadingly attached to stud
Attaching nut be pressed in the second angle steel.The lateral surface of the bottom wall of the first channel-section steel of each connection template collectively forms continuous son
Working face.The lateral surface of the bottom wall of the second channel-section steel of each stressed template and two the second angle steel for being connected to its both sides
One lateral surface collectively forms the first surface of stressed template.Each sub- working face and each first surface are collectively formed continuously
Main working face.
The concrete mold is a kind of specific implementation of foregoing concrete mold, and it is removed with foregoing concrete mould
Outside the beneficial effect of tool, the advantage of simple processing, economy and strong applicability is also equipped with.
A kind of concrete cast-in-situ wall assembling die, it includes two foregoing any one concrete molds.Two concrete
The main working face interval of mould is relative, two opposite flanks for limiting wall respectively.
A kind of concrete cast-in-situ dike assembling die, it includes two foregoing any one concrete molds.Two concrete
The main working face interval of mould is relative, and plane where two main working faces is not parallel to each other, and for limiting dike respectively two
Individual opposite flank.
In sum, the present embodiment at least possesses following beneficial effect：
Concrete mold in the present embodiment can be conveniently adjusted its length dimension and height dimension when in use, and
After casting concrete, it is convenient to part connection template of dismantling, facilitate the radiating of concrete component or concrete component is carried out
Conserve in advance, it is to avoid the problems such as swelling cracking occurs in concrete component, it is ensured that the quality of concrete, while can also shorten coagulation
Duration needed for earth forming；In addition, the connection template pulled down in advance can in advance be had enough to meet the need, be accelerated its turnaround speed；And at this
A kind of particular embodiment of concrete mold additionally possesses the advantage of simple processing, economy and strong applicability；
Concrete cast-in-situ wall assembling die in the present embodiment is likewise supplied with above-mentioned coagulation due to possessing combinations thereof mould
The beneficial effect of clay model tool；
Concrete cast-in-situ dike assembling die in the present embodiment is likewise supplied with above-mentioned coagulation due to possessing combinations thereof mould
The beneficial effect of clay model tool.
Brief description of the drawings
In order to illustrate more clearly of the technical scheme of the utility model embodiment, below will be to be used needed for embodiment
Accompanying drawing be briefly described, it will be appreciated that the following drawings illustrate only some embodiments of the present utility model, therefore should not be by
Regard the restriction to scope as, for those of ordinary skill in the art, on the premise of not paying creative work, may be used also
Other related accompanying drawings are obtained with according to these accompanying drawings.
Fig. 1 is the structural representation of the concrete mold in the utility model embodiment one；
Fig. 2 is the schematic diagram of concrete mold when stressed template in the utility model embodiment one is two；
Fig. 3 shows that the concrete mold in Fig. 1 pulls down the structural representation after part connection template；
Fig. 4 is the A direction views of Fig. 1；
The structural representation of concrete mold when Fig. 5 shows that the concrete mold in Fig. 4 bends at connection template；
The structural representation of concrete mold when Fig. 6 shows that the concrete mold in Fig. 4 bends at stressed template；
The implementation method of concrete mold when the main working face that Fig. 7 shows in Fig. 4 is changed into curved surface；
Fig. 8 connects structural representation during template for the only mounting portion of the concrete mold in the utility model embodiment one
Figure；
Fig. 9 is a kind of structural representation of implementation method of the connection template in the utility model embodiment one；
Figure 10 is enlarged drawing at the B of Fig. 9；
Figure 11 is the structural representation of the another embodiment of the connection template in the utility model embodiment one；
Figure 12 is the structural representation of the stressed template in the utility model embodiment one；
Figure 13 shows structure when being bolted between side plate and intermediate plate in the utility model embodiment one
Schematic diagram；
Figure 14 is the structural representation before connection template and the stressed template connection in the utility model embodiment one；
Figure 15 is the stressed template in Figure 14 and the structural representation after the completion of connection template connection
Figure 16 is the structural representation of the concrete mold in the utility model embodiment two；
Figure 17 shows the part drawing of the first channel-section steel in Figure 16；
Figure 18 shows the part drawing of the first angle steel in Figure 16；
Figure 19 shows the part drawing of the second channel-section steel in Figure 16；
Figure 20 shows the part drawing of the second angle steel in Figure 16；
Figure 21 shows the structural representation of the connection template in Figure 16；
Figure 22 shows the structural representation of the stressed template in Figure 16；
Figure 23 is the attachment structure schematic diagram between the stressed template in Figure 16 and connection template；
Figure 24 is the structural representation of the concrete cast-in-situ wall assembling die in the utility model embodiment three；
Figure 25 is the structural representation of the concrete cast-in-situ dike assembling die in the utility model example IV.
Icon：001- concrete cast-in-situ wall assembling dies；002- concrete cast-in-situ dike assembling dies；010- concrete moulds
Tool；The preset directions of 011- first；012- bearing of trends；The main working faces of 013-；100- stressed templates；101- first surfaces；102-
3rd surface；110- intermediate plates；The channel-section steels of 110'- second；120- side plates；The angle steel of 120'- second；130- studs；131- connects spiral shell
It is female；140- connecting bolts；200- connects template；201- second surfaces；The sub- working faces of 202-；210- middlewares；211- plates；
The channel-section steels of 210'- first；220- connecting portions；The angle steel of 220'- first；The connecting plates of 221- first；The connecting plates of 222- second；223- is connected
Hole.
Specific embodiment
It is new below in conjunction with this practicality to make the purpose, technical scheme and advantage of the utility model embodiment clearer
Accompanying drawing in type embodiment, is clearly and completely described, it is clear that retouched to the technical scheme in the utility model embodiment
The embodiment stated is a part of embodiment of the utility model, rather than whole embodiments.Generally described in accompanying drawing herein and
The component of the utility model embodiment for showing can be arranged and designed with a variety of configurations.
Therefore, the detailed description of embodiment of the present utility model below to providing in the accompanying drawings is not intended to limit requirement
The scope of the present utility model of protection, but it is merely representative of selected embodiment of the present utility model.Based in the utility model
Embodiment, the every other embodiment that those of ordinary skill in the art are obtained under the premise of creative work is not made, all
Belong to the scope of the utility model protection.
It should be noted that：Similar label and letter represents similar terms in following accompanying drawing, therefore, once a certain Xiang Yi
It is defined in individual accompanying drawing, then it need not be further defined and explained in subsequent accompanying drawing.
, it is necessary to explanation in description of the present utility model, if occur term " " center ", " on ", D score, " left side ",
The orientation or position relationship of the instruction such as " right side ", " vertical ", " level ", " interior ", " outward " are based on orientation shown in the drawings or position
Relation, or the orientation usually put when using of the utility model product or position relationship, are for only for ease of description this reality
With new and simplified description, device or element rather than instruction or hint meaning must be with specific orientation, with specific
Azimuth configuration and operation, therefore it is not intended that to limitation of the present utility model.If additionally, occurring in description of the present utility model
Term " first ", " second " etc. are only used for distinguishing description, and it is not intended that indicating or implying relative importance.
If additionally, occur the term such as term " level ", " vertical " in description of the present utility model to be not offered as requiring part
Abswolute level or pendency, and can be to be slightly tilted.If " level " refers to only its direction with respect to more level for " vertical ",
It is not to represent that the structure must be fully horizontal, and can be to be slightly tilted.
Embodiment one
Fig. 1 is the structural representation of the concrete mold 010 in the present embodiment.Fig. 1 is referred to, the coagulation in the present embodiment
Clay model tool 010 includes at least two stressed templates 100 being sequentially arranged at intervals on the first preset direction 011 (shown in Fig. 1
Stressed template 100 is three).Multiple bearing of trends 012 along stressed template 100 are provided between adjacent stressed template 100
The connection template 200 for stacking gradually.The two ends for connecting template 200 connect with adjacent stressed template 100 respectively, and at least partly
It is detachably connected to connect the connection between the two ends of template 200 and adjacent stressed template 100.Stressed template 100 possesses
First surface 101, connection template 200 possesses second surface 201, the company of collectively forming of second surface 201 of multiple connection template 200
Continuous sub- working face 202, sub- working face 202 collectively forms continuous main working face 013 with first surface 101.
The length of concrete mold 010 in the present embodiment on the first preset direction 011 can be received by increasing or decreasing
The quantity of power template 100 and corresponding connection template 200 is adjusted.For example, for stressed template 100 is reduced shown in Fig. 2
For two when concrete mold 010 schematic diagram.Similar, it is larger that the quantity of stressed template 100 can obtain length when increasing
Concrete mold 010.
Concrete mold 010 in the present embodiment can be connected in the height of the bearing of trend 012 of stressed template 100 by increasing and decreasing
The quantity for connecing template 200 is adjusted.For example, the half of the height only height of stressed template 100 of the component poured needed for
When, the connection template 200 for reaching slightly above one half height only need to be installed between stressed template 100.
In addition, in the present embodiment, due at least partly between the two ends of connection template 200 and adjacent stressed template 100
Connection for detachably connected, when concreting is finished, in conditions permit, (concrete component as poured possesses one
During fixed intensity), can be by removing the connection template 200 of the part, to facilitate the radiating of concrete component or to concrete structure
Part is conserved (such as water seasoning, insulated curing), it is ensured that the quality of gained concrete component, reduces the coagulations such as expansion crack
Native defect.Furthermore, the part connection template 200 first pulled down can continue to be used in turn, and accelerate the turnover rate of connection template 200.
Fig. 3 shows that the concrete mold 010 in Fig. 1 pulls down the structural representation after part connection template 200.
Fig. 4 is the A direction views of Fig. 1, the first preset direction 011 shown in it along straight line direction.Correspondingly, main work
Face 013 is plane.Main working face 013 described at this refers to that the assembling die in the present embodiment is used to limiting and shape pour mixed
The face of native corresponding outer surface is coagulated, refers generally to the contact surface with concrete.
Certainly, the first preset direction 011 also can be along broken line direction or direction of a curve, and corresponding main working face 013 is song
Face or folding face.When the main working face 013 of the pattern of wants is folding face, crooked place can be arranged on (will in connection template 200
Connection template 200 is arranged to bending shape), may also be arranged on stressed template 100；When the main working face 013 of the pattern of wants is
During curved surface, it is arc that connection template 200 can be set.Fig. 5, Fig. 6 correspondence show two kinds of embodiment party that main working face 013 is folding face
Formula, wherein Fig. 5 crooked places are arranged in connection template 200, and Fig. 6 is arranged on stressed template 100.Fig. 7 shows main work
Face 013 is the implementation method of curved surface.
The coating formed by antirust agent or releasing agent etc. can be coated on the main working face 013 of assembling die, so that concrete
Mould 010 possesses preferably rustless property, demolding performace, it is ensured that the service life of assembling die, it is conveniently stripped and ensure institute into
The surface quality of the concrete component of type.
In the present embodiment preferably, the shape and structure all same of each connection template 200 are set.Its advantage
It is to be easy to connect the batch production processing of template 200, reduce design flow and single-piece work cost.The connection of identical planform
Template 200 can share a design drawing, and blanking and following process are carried out in batches, can substantially reduce single-piece work cost and production
Efficiency.Meanwhile, the shape and structure all same of each connection template 200 so that there is good exchange between connection template 200
Property.In use, due to the reason deformation failures such as external force effect, corrosion connection template 200 can easily from stock very
Replacing part is obtained to the connection template 200 that concrete mold 010 is not used temporarily, it is to avoid because of the connection template 200 at some positions
Damage or missing and influence the normal of whole template to use.Also, in the usage cycles of the concrete mold 010, can lead to
Cross the appropriate connection template 200 for more renewing to maintain its performance and service life, it is to avoid the connection mode that can normally use
Plate 200 is scrapped with overall.
Be preferably carried out scheme as one, the concrete mold 010 in the present embodiment each connection template 200 and its
It is between corresponding stressed template 100 and is detachably connected.That is all connection templates of concrete mold 010 are constituted
200 can pull down, and so each stressed template 100 can also be separated from each other, and facilitate storage, transport of component etc..
In addition, each connection template 200 is all arranged to be detachably connected, moreover it is possible to realize the segmentation branch of concrete component
Mould, so as to realize that segmentation is poured.Specifically, in concrete component casting process, first by stressed template 100 be located at setting
Position, the template 200 to of mounting portion connection from bottom to top pours height (the now concrete of section between stressed template 100
The structure of mould 010 refers to Fig. 8), then just can carry out pouring for the first section concrete；First section concrete pours completion
Continue that the height that connection template 200 to the second pours section is installed to upward superposition in stressed template 100 afterwards, then carry out second segment
Concrete is poured；The rest may be inferred, until completing pouring for concrete component.This pours mode on the one hand can be in every section concrete
After pouring, poured the concrete of part have enough spaces carry out deformation and enough surface areas radiated；Meanwhile, pour
When every section pour fall away from smaller, it is to avoid concrete occurs segregation phenomenon influences the quality of be molded concrete component.Remove
Outside this, casting method beneficial effect the most is that working security is high, especially for highly especially big concrete component.
To realize effect as described above, the structure and two of stressed template 100 and connection template 200 in the present embodiment
Connection between person can be set to diversified forms.Some specific feasible examples are presented below.
Fig. 9 is that (part-structure is decomposing for a kind of structural representation of implementation method of the connection template 200 in the present embodiment
Displaying)；Figure 10 is enlarged drawing at the B of Fig. 9 (each structure is shown with normal operating condition).Fig. 9 (coordinating referring to Figure 10) is referred to,
Each connection template 200 in the present embodiment includes middleware 210 and is connected to the connecting portion at the two ends of middleware 210
220, alternatively, connecting portion 220 is fixedly connected to form the connection template 200 of one by way of welding with middleware 210.Its
In, connecting portion 220 is used to connect corresponding stressed template 100.Preferentially, middleware 210 is the strip structure of channel-section, even
Socket part 220 be by the first connecting plate 221 and the integrally formed angle steel of the second connecting plate 222, the first connecting plate 221 be welded to connect in
One end of middleware 210, forms the connection template 200 of one.The outer surface of the bottom wall of middleware 210 constitutes the connection template
200 second surface 201, for direct casting concrete, and formation of concrete surface.The lateral surface of the second connecting plate 222
It is spaced with second surface 201, a cooperation step is formed, for the cooperation with stressed template 100.
Figure 11 is the structural representation of the another embodiment of the connection template 200 in the present embodiment.Refer to Figure 11,
The two ends of the middleware 210 of the connection template 200 in present embodiment are respectively welded a plate 211, the of connecting portion 220
One connecting plate 221 fits with plate 211, and by being separately positioned on corresponding perforate on the first connecting plate 221 and plate 211
The bolt connection at place, the first connecting plate 221 and plate 211 are linked together.The connected mode conveniently connects to be detachably connected
Connect the assembling and replacing of each component of template 200.
Figure 12 is the structural representation of the stressed template 100 in the present embodiment, refers to Figure 12, the stress in the present embodiment
Template 100 includes intermediate plate 110 and is connected to the side plate 120 of the both sides of intermediate plate 110.Preferably, intermediate plate 110 is flute profile
The strip structure in section, side plate 120 is the strip structure in L-shaped section.Two side plates 120 are symmetrically connected to the two of intermediate plate 110
Individual side wall.It should be noted that connected mode and attachment structure not shown in Figure 12 between intermediate plate 110 and side plate 120, under
Accompanying drawing 13 in text will show the example of both connected modes.
Connected mode between side plate 120 and intermediate plate 110 has various, for example, be welded to connect or be bolted.Figure
13 illustrate the form being bolted between side plate 120 and intermediate plate 110.Refer to Figure 13, an outside of side plate 120
Face is fitted a lateral surface for side wall of intermediate plate 110, and where the lateral surface both fitted by connecting bolt 140
Side wall links together.And the lateral surface flush of the bottom wall of the lateral surface and intermediate plate 110 of the another side of side plate 120, jointly
Constitute the first surface 101 of stressed template 100.
Continuing with referring to Figure 13, stressed template 100 has threeth surface 102 relative with first surface 101, stressed template
100 both sides are connected to bearing of trend 012 spaced stud 130 of the row along stressed template 100.Preferably, stud
130 are vertically connected on the 3rd surface 102.Stud 130 is mainly used in the connection between stressed template 100 and connection template 200,
This will be described in detail below.It should be noted that the stud 130 in Figure 12 is hidden and is not shown.
Figure 14 is the structural representation before connection template 200 and stressed template 100 connection in the present embodiment, with what is exploded
Position relationship before form displaying connection template 200 and the connection of stressed template 100.Refer to Figure 14, the second of connection template 200
It is parallel between the lateral surface of connecting plate 222 and the second surface 201 of connection template 200 to stagger to form a cooperation step, step
Height (connection template 200 the second connecting plate 222 lateral surface and connection template 200 second surface 201 between separately
Distance) be equal to stressed template 100 side plate 120 thickness of slab.So, the side plate 120 in stressed template 100 coordinates foregoing
After coordinating on step (lateral surface of the second connecting plate 222 even if medial surface of the side plate 120 of stressed template 100 is fitted), stress
The first surface 101 of template 100 by with connection template 200 second surface 201 in approximately the same plane.
Figure 15 is the stressed template 100 in Figure 14 and the structural representation after the completion of the connection connection of template 200.Refer to figure
15, the connection template 200 in the present embodiment is connected to the side plate 120 of stressed template 100, it is preferable that the second connecting plate 222 is removable
It is connected to stressed template 100 with unloading, its connected mode is to open up connecting hole on the second connecting plate 222 of connection template 200
223, connection template 200 covered stud 130 from connecting hole 223, and by the threaded connection of attaching nut 131 and stud 130
It is fixed on stressed template 100.Now, the connection of second surface 201 of each connection template 200 forms sub- working face 202, sub- work
Face 202 and first surface 101 are interconnected to form a continuous main working face 013, for the surface of formation of concrete component.
The supporting way of the concrete mold 010 in the present embodiment can be supported directly upon stressed template 100 the 3
Surface 102, used as the main force structure for pouring rear concrete, connection template 200 is connected to stressed template 100.
Concrete mold 010 in the present embodiment can be applied in combination, for formation of concrete component, such as two coagulations
Clay model has 010 relative spacing and sets, for being molded the concrete components such as wall, dike；And for example several concrete molds 010 surround one
The tubular construction of individual closed cross-section, for formation of concrete post or wellhole etc..
In sum, the concrete mold 010 in the present embodiment passes through multiple stressed templates 100 and is connected to adjacent stress
Multiple connection templates 200 between template 100 are constituted and formed, and are at least had the advantages that：
The size of the length direction of the concrete mold 010 in the present embodiment and the size of short transverse can easily be entered
Row adjustment, to be combined into larger or smaller concrete mold 010；
The part connection template 200 of the concrete mold 010 in the present embodiment can be removed when needed, facilitate coagulation
The radiating of native component is conserved to concrete component, it is ensured that the quality of gained concrete component, reduces expansion crack etc. mixed
Solidifying soil defect.Also, the part connection template 200 first pulled down can continue to be used in turn, and accelerate the turnover of connection template 200
Rate.
Embodiment two
The present embodiment belongs to a kind of specific implementation of the concrete mold 010 in embodiment one, by only making
Make to form concrete mold 010 with two kinds of standard sections of channel-section steel and angle steel, it being capable of other implementations in embodiment one
On the basis of the beneficial effect of mode, with extremely strong economy and practicality.
Figure 16 is the structural representation of the concrete mold 010 in the present embodiment.Figure 16 is referred to, it is mixed in the present embodiment
Solidifying clay model tool 010 includes at least two stressed templates 100 being sequentially arranged at intervals on the first preset direction 011.Adjacent receives
The connection template 200 that multiple bearing of trends 012 along stressed template 100 are stacked gradually is provided between power template 100.
Wherein, connection template 200 includes the first channel-section steel 210 ' and two the first angle steel 220 ', and two the first angle steel 220 ' are right
Title is welded on the two ends of the first channel-section steel 210 '.Stressed template 100 includes the second channel-section steel 110 ' and two the second angle steel 120 ', two
The symmetrical both sides for being connected to the second channel-section steel 110 ' of second angle steel 120 '.
Figure 17, Figure 18, Figure 19, Figure 20 respectively illustrate the first above-mentioned channel-section steel 210 ', the first angle steel 220 ', the second channel-section steel
110 ' and second angle steel 120 ' part drawing.
Figure 21 shows the connection template 200 that the angle steel 220 ' of above-mentioned two first and a welding of the first channel-section steel 210 ' are formed
Structural representation, certainly, except being directly welded to connect may further reference Figure 11 between the first angle steel 220 ' and the first channel-section steel 210 '
Shown in connected mode be attached；Figure 22 shows that two the second angle steel 120 ' and a connection of the second channel-section steel 110 ' are formed
Stressed template 100 structural representation.
The connected mode between stressed template 100 and connection template 200 in Figure 23 main presentation the present embodiment.Refer to
Figure 23, each first angle steel 220 ' is removably connected to its corresponding second jiao parallel to one side of the bottom wall of the first channel-section steel 210 '
Steel 120 ' is perpendicular to one side of the side wall of the second channel-section steel 110 '.Two lateral surfaces and the first channel-section steel on one side of the first angle steel 220 '
The lateral surface of 210 ' bottom wall is parallel and constitutes the lateral surface of the bottom wall of relative first channel-section steel 210 ' from the bottom wall of the first channel-section steel 210 '
To the step surface that its notch direction offsets.The medial surface on one side of the second angle steel 120 ' have extend perpendicularly outward the stud to be formed
130；One side of first angle steel 220 ' covered stud 130 by perforate thereon, and was threadingly attached to the connection of stud 130
Nut 131 is pressed in the second angle steel 120 '.
The lateral surface of the bottom wall of the first channel-section steel 210 ' of each connection template 200 collectively forms continuous sub- working face 202.
The lateral surface of the bottom wall of the second channel-section steel 110 ' of each stressed template 100 and two the second angle steel for being connected to its both sides
A 120 ' lateral surface collectively forms the first surface 101 of stressed template 100.Each sub- working face 202 and each first table
Face 101 collectively forms continuous main working face 013.
In the present embodiment, the structure for constituting stressed template 100 and connection template 200 is the most frequently used structure --- groove
Steel, angle steel.It is plastic that the processing technology of channel-section steel is that blanking and both sides bending are, angle steel for blanking and once bend it is i.e. plastic,
Pass through to be welded to connect between the two to be formed with mode connects for screw.Therefore, the concrete mold 010 in the present embodiment is except possessing implementation
Outside the beneficial effect of the assembling die described in example one, other most prominent beneficial effects are processed simply, with extremely strong
Economy and practicality.
Embodiment three
Figure 24 is the three-dimensional view of the concrete cast-in-situ wall assembling die 001 in the utility model embodiment.Refer to figure
24, the concrete cast-in-situ wall assembling die 001 in the present embodiment includes the concrete mold 010 in two embodiments one.Two
The main working face 013 of concrete mold 010 is spaced relatively, two opposite flanks for limiting wall respectively.
During formwork, it is first determined formwork position, and install the stressed template 100 of each concrete mold 010.Then can be from
Under be up fixedly connected template 200 between adjacent stressed template 100 successively, formation is connected between stressed template 100
Panel.
Certainly, it is necessary to be segmented when pouring, can the first template 200 of mounting portion connection from bottom to top, wait to be poured into suitable height
After degree, progressively addition connects template 200, until completing pouring for whole wall.
In addition, also be can be set for convenience of the thickness for determining poured wall, between two concrete molds 010 drawing
Bar, the length of pull bar is equal with the thickness of the wall for being poured, pour before the two ends of pull bar are respectively perpendicular be connected to two mix
On the relative stressed template 100 of solidifying clay model tool 010.Its connected mode can be respectively provided with screwed hole at the two ends of pull bar,
On each stressed template 100 correspondence perforate, and using screw from outside pass through perforate, and cylinder lever connecting rod corresponding screw thread
Hole, pull bar is fixedly connected on stressed template 100.In this way, the thickness of wall can accurately be controlled by the length of pull bar.Wall
After the completion of body is poured, the connection that screw can be separated between pull bar and stressed template 100 is pulled down.Pull bar can be retained in wall.
Pour complete a period of time after, can premature removal part connection template 200, with facilitate concrete radiating or
The maintenance operations such as to concrete water.Compared with existing formwork way, this programme can accelerate concrete and obtain intensity, and
Better quality is obtained in that, the crackle that concrete heat expansion is produced is reduced.Additionally, can also be to being led due to the reason such as bad of vibrating
Repaired the side of some defects for causing.
Example IV
Figure 25 is the three-dimensional view of the concrete cast-in-situ wall assembling die 001 in the utility model embodiment.Refer to figure
25, the concrete cast-in-situ wall assembling die 001 in the present embodiment includes the concrete mold 010 in two embodiments one.Two
The main working face 013 of concrete mold 010 is spaced relatively, and the plane at two places of main working faces 013 is not parallel to each other, and is used for
Two opposite flanks of dike are limited respectively.Preferably, concrete cast-in-situ dike assembling die 002 is also equipped with for adjusting two respectively
The supporting construction of angle of cut size between the main working face 013 of concrete mold 010, to realize the dike for being molded different gradient.
Preferred embodiment of the present utility model is the foregoing is only, the utility model is not limited to, for this
For the technical staff in field, the utility model can have various modifications and variations.It is all it is of the present utility model spirit and principle
Within, any modification, equivalent substitution and improvements made etc. should be included within protection domain of the present utility model.
Claims (10)
1. a kind of concrete mold, it is characterised in that：
The concrete mold includes at least two stressed templates being sequentially arranged at intervals on the first preset direction；
The connection mode that multiple bearing of trends along the stressed template are stacked gradually is provided between the adjacent stressed template
Plate；The two ends of the connection template connect with the adjacent stressed template respectively, and at least partly described connection template two
End is detachably connected with the connection between the adjacent stressed template；
The stressed template possesses first surface, and the connection template possesses second surface；Multiple is described to connect the described of templates
Second surface collectively forms continuous sub- working face；The sub- working face collectively forms continuous main work with the first surface
Face.
2. concrete mold according to claim 1, it is characterised in that：
It is between the corresponding stressed template of each connection template and is detachably connected.
3. concrete mold according to claim 1, it is characterised in that：
The main working face is plane, folding face or curved surface.
4. the concrete mold according to claim any one of 1-3, it is characterised in that：
Each described connection template includes middleware and is connected to the connecting portion at the middleware two ends；The connecting portion
For connecting the corresponding stressed template.
5. concrete mold according to claim 4, it is characterised in that：
The middleware is the strip structure of channel-section, and the outer surface of the bottom wall of the middleware constitutes the connection template
Second surface；
The connecting portion includes the first connecting plate and the second connecting plate that are connected with each other；First connecting plate be connected to it is described in
Between part one end, second connecting plate is removably connected to the stressed template.
6. the concrete mold according to claim any one of 1-3, it is characterised in that：
The stressed template includes intermediate plate and is connected to the side plate of the intermediate plate both sides；
The connection template is connected to the side plate of the stressed template.
7. concrete mold according to claim 6, it is characterised in that：
The intermediate plate is the strip structure of channel-section, and the side plate is the strip structure in L-shaped section；
Two side plates are symmetrically connected to two side walls of the intermediate plate.
8. a kind of concrete mold, it is characterised in that：
The concrete mold includes at least two stressed templates being sequentially arranged at intervals on the first preset direction；
The connection mode that multiple bearing of trends along the stressed template are stacked gradually is provided between the adjacent stressed template
Plate；
The connection template includes the first channel-section steel and two the first angle steel；Two first angle steel are symmetrically welded at described first
The two ends of channel-section steel；
The stressed template includes the second channel-section steel and two the second angle steel；Two second angle steel are symmetrically connected to described second
The both sides of channel-section steel；
Each described first angle steel parallel to one side of the bottom wall of first channel-section steel be removably connected to its corresponding described
Two angle steel are perpendicular to one side of the side wall of second channel-section steel；
Two lateral surfaces on one side of first angle steel are parallel with the lateral surface of the bottom wall of first channel-section steel and composition is relative
The step surface that the lateral surface of the bottom wall of first channel-section steel offsets from the first channel-section steel bottom wall to its notch direction；
The medial surface on one side of second angle steel have extend perpendicularly outward the stud to be formed；One side of first angle steel leads to
The perforate crossed thereon covered the stud, and was threadingly attached to the attaching nut of the stud and is pressed in described second jiao
Steel；
The lateral surface of the bottom wall of the first channel-section steel of each connection template collectively forms continuous sub- working face；
The lateral surface of the bottom wall of the second channel-section steel of each stressed template and two the second angle steel for being connected to its both sides
A lateral surface collectively form the first surface of the stressed template；
Each described sub- working face and each described first surface collectively form continuous main working face.
9. a kind of concrete cast-in-situ wall assembling die, it is characterised in that：
The wall assembling die includes concrete mold described in two claim any one of 1-8；
The described main working face interval of two concrete molds is relative, two opposite flanks for limiting wall respectively.
10. a kind of concrete cast-in-situ dike assembling die, it is characterised in that：
The concrete cast-in-situ dike assembling die includes the concrete mold described in two claim any one of 1-8；
The described main working faces interval of two concrete molds is relative, and plane where two main working faces not phase
Mutual parallel, two opposite flanks for limiting dike respectively.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621392503.9U CN206309010U (en) | 2016-12-16 | 2016-12-16 | Concrete cast-in-situ wall, dike assembling die and its concrete mold |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621392503.9U CN206309010U (en) | 2016-12-16 | 2016-12-16 | Concrete cast-in-situ wall, dike assembling die and its concrete mold |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206309010U true CN206309010U (en) | 2017-07-07 |
Family
ID=59252007
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621392503.9U Withdrawn - After Issue CN206309010U (en) | 2016-12-16 | 2016-12-16 | Concrete cast-in-situ wall, dike assembling die and its concrete mold |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206309010U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106481065A (en) * | 2016-12-16 | 2017-03-08 | 席成松 | Concrete cast-in-situ wall, dike assembling die and its concrete mold |
| CN113756342A (en) * | 2021-09-08 | 2021-12-07 | 中国一冶集团有限公司 | Underwater formwork in limited closed space and formwork sealing method |
-
2016
- 2016-12-16 CN CN201621392503.9U patent/CN206309010U/en not_active Withdrawn - After Issue
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106481065A (en) * | 2016-12-16 | 2017-03-08 | 席成松 | Concrete cast-in-situ wall, dike assembling die and its concrete mold |
| CN106481065B (en) * | 2016-12-16 | 2018-12-18 | 席成松 | Concrete cast-in-situ wall, dike composable mold and its concrete mold |
| CN113756342A (en) * | 2021-09-08 | 2021-12-07 | 中国一冶集团有限公司 | Underwater formwork in limited closed space and formwork sealing method |
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| AV01 | Patent right actively abandoned | ||
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Granted publication date: 20170707 Effective date of abandoning: 20181218 |