CN206306233U - Concrete cast-in-situ post and wellhole assembling die and concrete mold - Google Patents
Concrete cast-in-situ post and wellhole assembling die and concrete mold Download PDFInfo
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- CN206306233U CN206306233U CN201621393087.4U CN201621393087U CN206306233U CN 206306233 U CN206306233 U CN 206306233U CN 201621393087 U CN201621393087 U CN 201621393087U CN 206306233 U CN206306233 U CN 206306233U
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Abstract
The utility model is related to building mould field, aim to solve the problem that existing mold can not easily be sized 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, its multiple connection template for including at least three stressed templates being sequentially arranged at intervals in the first closed path and being connected between adjacent stressed template.Stressed template possesses first surface, and connection template possesses second surface.The second surface of multiple connection template collectively forms continuous sub- working face.Sub- working face and the first surface main working face of common structure.The utility model also provides a kind of concrete cast-in-situ post and wellhole assembling die.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 template technical field, in particular to a kind of concrete mold.The utility model
Further relate to a kind of concrete cast-in-situ column combination mould with the concrete mold and concrete cast-in-situ wellhole assembling die.
Background technology
Concrete mold is the component 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 post wellhole.
Existing concrete mold can not easily adjust its cross sectional shape and size in use, and mixed for pouring
Be inconvenient to shift to an earlier date form removal radiating after solidifying soil.
Utility model content
The utility model aims to provide a kind of concrete mold, in use can not with solving existing concrete mold
Its cross sectional shape and size 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 column 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 wellhole group with above-mentioned concrete mold
Matched moulds has.
4th purpose of the present utility model is to provide a kind of concrete cast-in-situ post and wellhole assembling die.
What embodiment of the present utility model was realized in：
A kind of concrete mold, it includes at least three stressed templates being sequentially arranged at intervals in the first closed path.
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 along the closing of the first closed path with first surface
Tubular main working face.
Concrete mold in the present embodiment is by multiple connection templates and the multiple being connected between adjacent connection template
Connection template is constituted and formed, and is at least had the advantages that：The cross sectional shape and size of the concrete mold in the present embodiment
Can easily be adjusted, to be combined into concrete mold larger or smaller or of different shapes.Coagulation in the present embodiment
The part connection template of clay model tool can be removed when needed, facilitate the radiating of concrete component or concrete component is carried out
Maintenance, it is ensured that the quality of gained concrete component, reduces the concrete defects such as expansion crack.Also, the part connection first pulled down
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：
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 connection template.
Further：
Middleware is the strip structure of channel-section, and the outer surface of the bottom wall of middleware constitutes the first table of connection template
Face.Connecting portion is by the first connecting plate and the integrally formed angle steel of the second connecting plate.First connecting plate is fixedly connected on middleware
One end, the second connecting plate is removably attachable to stressed template.
Further：
Stressed template has threeth surface relative with first surface, and connection is connected with the 3rd surface of stressed template
Post, the connection borehole jack that the second connecting plate passes through to open up thereon crosses connecting pole, and by the threaded connection of attaching nut and connecting pole
It is fixed on stressed template.
Further：
Stressed template is angle steel.Connection template is connected to two side plates of stressed template.
A kind of concrete cast-in-situ column combination mould, it includes foregoing any one concrete mold.Main working face is towards the
The inner side of one closed path, constitutes the forming surface for formation of concrete post.
The concrete cast-in-situ column combination mould is based on foregoing concrete mold, is likewise supplied with aforementioned advantages.
A kind of concrete cast-in-situ wellhole assembling die, it includes foregoing concrete mold.The main work of concrete mold
Facing to the outside of the first closed path, the periphery for formation of concrete wellhole is constituted
The concrete cast-in-situ wellhole assembling die is based on foregoing concrete mold, is likewise supplied with aforementioned advantages.
A kind of concrete cast-in-situ post and wellhole assembling die, it includes four the first closed paths for being parallel to rectangle
Corner at stressed template.Stressed template is made up of the first angle steel of bar shaped.Seen along the bearing of trend of stressed template, four
First angle steel respectively constitutes the corner of the first closed path of rectangle.Multiple is provided between adjacent stressed template along stress mould
The connection template that the bearing of trend of plate is stacked gradually.Connection template includes the second channel-section steel and is connected to the second channel-section steel two ends
Two the second angle steel.Second angle steel includes orthogonal first connecting plate and the second connecting plate.First connecting plate is parallel to
The bottom wall of two channel-section steels simultaneously extends to the direction away from the second channel-section steel, and the second connecting plate is welded to connect in the end of the second channel-section steel and court
To the notch of the second channel-section steel.The lateral surface of the first connecting plate is located at the lateral surface and the notch of the second channel-section steel of the bottom wall of the second channel-section steel
Between, and its distance between with the bottom wall of the second channel-section steel equal to the thickness of slab of the first angle steel.When each connection template from the first envelope
The outside in closed circuit footpath inwardly coordinates when between adjacent stressed template, and the lateral surface of the bottom wall of the second channel-section steel connects its both sides
The medial surface of the first angle steel, constitutes the tubular face on the inside of a closed path of direction first, limits for formation of concrete post
Space.When each connection template from the inner side of the first closed path to fit between adjacent stressed template when, the second groove
The lateral surface of the bottom wall of steel connects the lateral surface of the first angle steel of its both sides, constitutes the cylinder on the outside of a closed path of direction first
Shape face, limits the surface for formation of concrete wellhole.
The concrete cast-in-situ post and wellhole assembling die are also equipped with adding in addition to the beneficial effect with foregoing concrete mold
Work is simple, the advantage of economy and strong applicability.
In sum, the present embodiment at least possesses following beneficial effect：
Concrete mold in the present embodiment can be conveniently adjusted its section shape and size when in use, and pour
After concrete, it is convenient to part connection template of dismantling, facilitate the radiating of concrete component or concrete component is shifted to an earlier date
Maintenance, it is to avoid the problems such as there is swelling cracking in concrete component, it is ensured that the quality of concrete, while can also shorten concrete into
Duration needed for type；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 in the coagulation
A kind of particular embodiment of clay model tool additionally possesses the advantage of simple processing, economy and strong applicability；
Concrete cast-in-situ column combination mould in the present embodiment is likewise supplied with above-mentioned mixed due to possessing above-mentioned concrete mold
The beneficial effect of solidifying clay model tool；
Concrete cast-in-situ wellhole assembling die in the present embodiment is likewise supplied with above-mentioned due to possessing above-mentioned concrete mold
The beneficial effect of concrete mold.
Concrete cast-in-situ post and wellhole assembling die in the present embodiment remove the beneficial effect for possessing above-mentioned concrete mold
Outward, it is also equipped with the advantage of simple processing, economy and strong applicability.
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 cast-in-situ column combination mould in the utility model embodiment one；
Fig. 2 is the A direction views of Fig. 1；
Fig. 3 is a kind of structural representation of implementation method of the connection template in the utility model embodiment one；
Fig. 4 is enlarged drawing at the B of Fig. 3；
Fig. 5 is the structural representation of the another embodiment of the connection template in the utility model embodiment one；
Fig. 6 is the structural representation of the stressed template in the utility model embodiment one；
Fig. 7 is the C direction views of Fig. 6；
Fig. 8 is the structural representation before connection template and the stressed template connection in the utility model embodiment one；
Fig. 9 is the stressed template in Fig. 8 and the structural representation after the completion of connection template connection；
Figure 10 is the concrete cast-in-situ column combination mould when stressed template in the utility model embodiment one is six
Schematic diagram；
Figure 11 is the knot of concrete cast-in-situ column combination mould when the main working face in utility model embodiment one is cylindrical shape
Structure schematic diagram；
Figure 12 shows that the concrete cast-in-situ column combination mould in Fig. 1 pulls down the structural representation after part connection template；
Structural representation when Figure 13 is a mounting portion connection template in Fig. 1；
Figure 14 is the three-dimensional view of the concrete cast-in-situ wellhole assembling die in the utility model embodiment two；
Figure 15 is the D direction views of Figure 14；
Figure 16 is the schematic diagram of the attachment structure between the stressed template in the utility model embodiment two and connection template；
Figure 17 is the expansion view of Figure 16；
Figure 18 illustrates concrete cast-in-situ post and wellhole assembling die in the utility model embodiment three as shaping column
Assembling die when structural representation；
Figure 19 illustrates concrete cast-in-situ post and wellhole assembling die in the utility model embodiment three as shaping well
The structural representation during assembling die in hole；
Figure 20 is the structural representation of the first angle steel in the utility model embodiment three；
Figure 21 is the structural representation of the second channel-section steel in the utility model embodiment three；
Figure 22 is the structural representation of the second angle steel in the utility model embodiment three；
Figure 23 shows the structural representation of the stressed template in the utility model embodiment three；
Figure 24 shows the structural representation of the connection template in the utility model embodiment three；
Figure 25 is assembled into such as Figure 18 institutes for the concrete cast-in-situ post and wellhole assembling die in the utility model embodiment three
Structural representation during the column combination mould for showing；
Figure 26 is assembled into such as Figure 19 institutes for the concrete cast-in-situ post and wellhole assembling die in the utility model embodiment three
Structural representation during the wellhole assembling die for showing.
Icon：001- concrete cast-in-situ column combination moulds；002- concrete cast-in-situ wellhole assembling dies；003- concrete shows
Pour post and wellhole assembling die；010- concrete molds；The closed paths of 011- first；012- bearing of trends；The main working faces of 013-；
100- stressed templates；101- first surfaces；The surfaces of 103- the 3rd；110- side plates；110 '-the first angle steel；130- studs；131- connects
Connected nut；140- connecting bolts；200- connects template；201- second surfaces；The sub- working faces of 202-；204- lateral surfaces；In 210-
Between part；The channel-section steels of 210'- second；211- plates；220- connecting portions；The angle steel of 220'- second；The connecting plates of 221- first；222- second
Connecting plate；223- connecting holes.
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.
The concrete mold that the utility model is provided can be used for the components such as the cast-in-place post of formation of concrete, elevator wellhole.This reality
It is a kind of assembling die with the concrete mold in new, it can be by the assembling of the component of varying number, Formation cross-section size
Or variform post, such as rectangular column, other polygon posts or circular columns, and variously-shaped wellhole, such as circular well
Hole, square hole etc..Some specific embodiments are presented below.
Embodiment one
Fig. 1 is the structural representation of the concrete cast-in-situ column combination mould 001 in the utility model embodiment one；Fig. 2 is
The A direction views of Fig. 1.Fig. 1 (coordinating referring to Fig. 2) is referred to, the concrete cast-in-situ column combination mould 001 in the present embodiment includes mixed
Solidifying clay model tool 010.Concrete mold 010 includes at least three stress moulds being sequentially arranged at intervals in the first closed path 011
Plate 100.In the present embodiment, the first closed path 011 is rectilinear path, and correspondingly, the quantity of stressed template 100 is four
It is individual, and four stressed templates 100 are respectively at the corner of the first closed path 011 of the rectangle.Adjacent stressed template 100
Between be provided with the connection template 200 that multiple bearing of trends 012 along stressed template 100 are stacked gradually.The two of connection template 200
End connects with adjacent stressed template 100 respectively, and at least partly two ends of connection template 200 and adjacent stressed template 100
Between connection for detachably connected.Stressed template 100 possesses first surface 101, and connection template 200 possesses second surface
201；The second surface 201 of multiple connection template 200 collectively forms continuous sub- working face 202.The table of sub- working face 202 and first
Face 101 collectively forms the main working face 013 of the continuous tubular closed along the first closed path 011.Coagulation in the present embodiment
The main working face 013 of the cast-in-place column combination mould 001 of soil is constituted for formation of concrete towards the inner side of the first closed path 011
The outer peripheral face of post.
To realize that connection forms concrete cast-in-situ column combination mould 001 as described above, the stress mould in the present embodiment
The structure and connection between the two of plate 100 and connection template 200 can be set to diversified forms.Some are presented below specific
Feasible example.
Fig. 3 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)；Fig. 4 is enlarged drawing at the B of Fig. 3 (each structure is shown with normal operating condition).Fig. 3 (coordinating referring to Fig. 4) is referred to, this
Each in embodiment connects template 200 including middleware 210 and is connected to the connecting portion 220 at the two ends of middleware 210,
Alternatively, connecting portion 220 is fixedly connected to form the connection template 200 of one by way of welding with middleware 210.Wherein,
Connecting portion 220 is used to connect corresponding stressed template 100.Preferentially, middleware 210 is the strip structure of channel-section, connection
Portion 220 is that, by the first connecting plate 221 and the integrally formed angle steel of the second connecting plate 222, the first connecting plate 221 is welded to connect in
Between part 210 one end, formed one connection template 200.The outer surface of the bottom wall of middleware 210 constitutes the connection template 200
Second surface 201, for directly contact concrete, and formation of concrete post a side.The outside of the second connecting plate 222
Face 204 and second surface 201 are spaced, a cooperation step are formed, for coordinating stressed template 100.Second connecting plate 222
On also can be set connecting hole 223, to facilitate it with the connection between stressed template 100.
Fig. 5 is the structural representation of the another embodiment of the connection template 200 in the present embodiment.Fig. 5 is referred to, this
The two ends of the middleware 210 of the connection template 200 in implementation method are respectively welded a plate 211, the first of connecting portion 220
Connecting plate 221 fits with plate 211, and by being separately positioned on corresponding tapping on the first connecting plate 221 and plate 211
Bolt connection, the first connecting plate 221 and plate 211 are linked together, so as to realize middleware 210 and connecting portion 220
It is detachably connected.The connected mode conveniently connects the assembling and replacing of each component of template 200 to be detachably connected.
Fig. 6 is the structural representation of the stressed template 100 in the present embodiment, refers to Fig. 6, the stress mould in the present embodiment
Plate 100 is preferably the angle steel of strip, and its length can be set according to the height of the post of required shaping.
Fig. 7 is the C direction views of Fig. 6.Fig. 7 is referred to, the stressed template 100 in the present embodiment has and first surface 101
The 3rd relative surface 103.In the present embodiment, first surface 101 by the angle steel as stressed template 100 two medial surfaces
Constitute, the 3rd surface 103 is made up of two lateral surfaces 204 of the angle steel as stressed template 100.For convenience of each connection template
200 positioning and connection on this stressed template 100, on the 3rd surface 103 of two side plates 110 for constituting stressed template 100
It is connected to the stud 130 that a row is distributed along the bearing of trend 012 of stressed template 100.Stud 130 can be that directly welding connects
It is connected on stressed template 100, can be also connected through a screw thread and be connected on stressed template 100.
Fig. 8 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 Fig. 8, the second of connection template 200
It is parallel between the lateral surface 204 of connecting plate 222 and the second surface 201 of connection template 200 to stagger to form a cooperation step, platform
Rank height (i.e. connect template 200 the second connecting plate 222 lateral surface 204 be connected template 200 second surface 201 it
Between distance separately) be equal to stressed template 100 side plate 110 thickness of slab.So, the side plate 110 in stressed template 100 coordinates
(even if the 3rd surface 103 of the side plate 110 of stressed template 100 is fitted, the second connecting plate 222 is outer on foregoing cooperation step
Side 204) after, the first surface 101 of stressed template 100 by with the second surface 201 of connection template 200 in approximately the same plane
On, the main working face 013 of the concrete cast-in-situ column combination mould 001 in the present embodiment is constituted, for the outer surface of shaping column.
Fig. 9 is the stressed template 100 in Fig. 8 and the structural representation after the completion of the connection connection of template 200.Refer to Fig. 9
(coordinating referring to Fig. 8), two connection templates 200 are connected to two side plates 110 of stressed template 100.Second connecting plate 222
Stressed template 100 is removably attachable to, its connected mode is to open up connection on the second connecting plate 222 of connection template 200
Hole 223, connection template 200 covered stud 130, and the screw thread company for passing through attaching nut 131 and stud 130 from connecting hole 223
Connect and be fixed on stressed template 100.Now, the connection of second surface 201 of each connection template 200 forms sub- working face 202, sub- work
Make face 202 and first surface 101 is interconnected to form a continuous main working face 013, for the table of formation of concrete component
Face.
The side number of the post that foregoing concrete cast-in-situ column combination mould 001 is molded is four, and main working face 013 is rectangle
Cylinder.The side number of the concrete column that the concrete cast-in-situ column combination mould 001 in the present embodiment is molded can be by increasing or decreasing
The quantity of stressed template 100 and corresponding connection template 200 is adjusted.For example, for stressed template 100 increases shown in Figure 10
The schematic diagram of the concrete cast-in-situ column combination mould 001 when adding as six.Now, the first closed path 011 is a hexagon
Sideline, the post being molded be hexagon post, main working face 013 be hexagon tubular；Corresponding stressed template 100 is six,
Corresponding connection template 200 is six rows.When the section of the post being molded is regular hexagon, each stressed template 100 is by two
Individual angle is that 120 ° of side plate 110 is constituted, and it by two angles is 90 ° that the stressed template 100 of foregoing rectangular column mould is
The angle steel that side plate 110 is constituted.The minimum post of side number that concrete cast-in-situ column combination mould 001 in the present embodiment can be molded is
Triangular column.
Figure 11 is referred to, the concrete cast-in-situ column combination mould 001 in the present embodiment can also be used to be molded circular columns, that is, lead
Working face 013 is cylindrical shape.Embodiments thereof is each connection template 200 to be configured with the structure of suitable radian, accordingly
Ground, two side plates 110 of each stressed template 100 are no longer intersecting certain angles, but its medial surface and lateral surface 204 are distinguished
It is corresponding cambered surface, after stressed template 100 and connection template 200 are connected, constitutes columnar main working face 013.Structure in Figure 11
The concrete cast-in-situ column combination mould 001 for building circular columns has used four row of stressed template 100 and four connection templates 200, thing altogether
In reality, the quantity of the stressed template 100 and connection template 200 that build the concrete cast-in-situ column combination mould 001 of circular columns may be used also
Being any number more than 2.
Referring again to Fig. 1, the extension of concrete cast-in-situ column combination mould 001 in the present embodiment in stressed template 100
The height in direction 012 can be adjusted by increasing and decreasing the quantity of connection template 200.For example, the height of the component poured needed for
Only the half of the height of stressed template 100 when, only the connection for reaching slightly above one half height need to be installed between stressed template 100
Template 200.
In the present embodiment, because the connection connected between the two ends of template 200 and adjacent stressed template 100 is removable
Connect with unloading, when concreting is finished, in conditions permit (when the concrete component as poured possesses certain intensity),
Can be by removing the connection template 200 of the part, to facilitate the radiating of concrete component or concrete component conserved (such as
Water seasoning, insulated curing etc.), it is ensured that the quality of gained concrete component, reduces the concrete defects such as expansion crack.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.Figure 12 shows Fig. 1
In concrete cast-in-situ column combination mould 001 pull down part connection template 200 after structural representation.
Can coat what is formed by antirust agent or releasing agent etc. on the main working face 013 of concrete cast-in-situ column combination mould 001
Coating, so that concrete mold 010 possesses preferably rustless property, demolding performace, it is ensured that the service life of assembling die, convenience
The demoulding and ensure the surface quality of be molded concrete component.
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 mould 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.
Between the corresponding stressed template 100 of each connection template 200 of concrete mold 010 in the present embodiment
To be detachably connected.That is all connection templates 200 for constituting concrete mold 010 can be pulled down, so each stress
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 Figure 13), then just can carry out pouring for the first section concrete；First section concrete has been poured
Into rear continue that the height that connection template 200 to the second pours section is installed to upward superposition in stressed template 100, then carry out second
Section concrete is poured；The rest may be inferred, until completing pouring for concrete column.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.
The supporting way of the concrete cast-in-situ column combination mould 001 in the present embodiment can be supported directly upon stressed template
100 the 3rd surface 103, used as the main force structure for pouring rear concrete, connection template 200 is connected to stressed template 100.
In sum, the concrete cast-in-situ column combination mould 001 in the present embodiment passes through multiple stressed templates 100 and connection
Multiple connection templates 200 between adjacent stressed template 100 constitute the structures of tubulars, and for formation of concrete post, at least
Have the advantages that：
The cross sectional shape and size of the concrete cast-in-situ column combination mould 001 in the present embodiment can be adjusted easily
It is whole, to be combined into concrete cast-in-situ column combination mould 001 larger or smaller or of different shapes, it is molded different size and section shape
The concrete column of shape；
The part connection template 200 of the concrete cast-in-situ column combination mould 001 in the present embodiment can be torn open when needed
Remove, facilitate the radiating of concrete component or concrete component is conserved, it is ensured that the quality of gained concrete component, reduce swollen
The concrete defects such as spalling line.Also, the part connection template 200 first pulled down can continue to be used in turn, and accelerate connection template
200 turnover rate.
Embodiment two
Figure 14 is the three-dimensional view of the concrete cast-in-situ wellhole assembling die 002 in the utility model embodiment.Figure 15 is
The D direction views of Figure 14.Refer to Figure 14 (coordinating referring to Figure 15), the concrete cast-in-situ wellhole assembling die 002 in the present embodiment
It is identical with the member of formation of the concrete cast-in-situ column combination mould 001 in embodiment one (by stressed template 100 and connection template
200 are constituted), unlike, the fixation of the connection template 200 of the wellhole assembling die in the present embodiment on stressed template 100
Direction is different, to cause the main working face 013 of concrete mold 010 towards the outside of the first closed path 011, constitute for into
Outer peripheral face (the main working face 013 towards first of the concrete cast-in-situ column combination mould 001 in embodiment one of type concrete wellhole
The inner side of closed path 011).
Figure 16 is the schematic diagram of the attachment structure between the stressed template 100 in the present embodiment and connection template 200；Figure 17
It is the expansion view of Figure 16.Figure 16 (coordinating referring to Figure 17) is referred to, the connection template 200 in the present embodiment is with its second channel-section steel
210 ' second surface 201 direction outwardly coordinates stressed template 100 so that outside the second connecting plate 222 of connection template 200
The medial surface of first angle steel 110 ' of the laminating of side 204, due to the connecting plate 222 of second surface 201 and second of the second channel-section steel 210 '
Lateral surface 204 between spacing be equal to the first angle steel 110 ' thickness of slab, after cooperation, the second surface 201 of the second channel-section steel 210 '
Alignd with the first surface 101 (lateral surface 204) of the first angle steel 110 ', constitute the concrete cast-in-situ wellhole combination in the present embodiment
The lateral surface 204 of mould 002, the lateral surface 204 is rectangle tubular, can be used to be molded the main working face 013 of wellhole.The present embodiment
In the 3rd surface 103 of stressed template 100 be provided with two row's studs 130, stud 130 can be being directly welded to connect in stress mould
On plate 100, can also be connected through a screw thread and be connected on stressed template 100.Connecting hole 223 is opened up on second connecting plate 222, is connected
Template 200 covered stud 130 from connecting hole 223, and was fixed on the threaded connection of stud 130 by attaching nut 131 and receives
Power template 100.
For the concrete cast-in-situ column combination mould 001 in embodiment one, can be torn open by the way that each is connected into template 200
Under, and with inwardly toward fit in the medial surface of connection template 200 so that outside the bottom wall of the middleware 210 of connection template 200
Side 204 is concordant with the lateral surface 204 of stressed template 100, makes the outside of each stressed template 100 and each connection template 200
The connection of face 204 forms a tubular face for closing, is changed into the concrete cast-in-situ wellhole assembling die 002 in the present embodiment, is used for
Shaping wellhole.
It is similar to the concrete cast-in-situ column combination mould 001 in embodiment one, the concrete cast-in-situ wellhole in the present embodiment
Assembling die 002 can be used to be molded polygon wellhole, circular port.Specific embodiment refers to the Figure 10 and Tu in embodiment one
11 and associated description, do not repeating herein.
Concrete cast-in-situ wellhole assembling die 002 in the present embodiment at least has the advantages that：
The part connection template 200 of the concrete cast-in-situ wellhole assembling die 002 in the present embodiment can be carried out when needed
Remove, facilitate the radiating of concrete component or concrete component is conserved, it is ensured that the quality of gained concrete component, especially
It is surface quality, reduces the concrete defects such as expansion crack.Also, the part connection template 200 first pulled down can continue turnover to be made
With, accelerate connection template 200 turnover rate.
Embodiment three
The present embodiment provides a kind of concrete cast-in-situ post and wellhole assembling die 003, its with embodiment one in concrete
The composition of the concrete cast-in-situ wellhole assembling die 002 in cast-in-place column combination mould 001 or embodiment two is essentially identical, difference
Place is that it is assembled by simply using two kinds of standard sections of channel-section steel and angle steel, with embodiment one or embodiment two
The basis of the beneficial effect of middle implementation method is outer, also with extremely strong economy and practicality.Also, by different assembling sides
Formula can be respectively as the column combination mould for shaping column or the wellhole assembling die for being molded wellhole.
Figure 18, Figure 19 show concrete cast-in-situ post and wellhole assembling die 003 in the present embodiment as shaping column respectively
Assembling die and the structural representation during assembling die as wellhole.
Refer to Figure 18 or Figure 19, a kind of concrete cast-in-situ post and wellhole assembling die 003, it include four it is arranged in parallel
Stressed template 100 at the corner of the first closed path 011 of rectangle.Stressed template 100 by bar shaped the first angle steel 110 '
Constitute.Seen along the bearing of trend 012 of stressed template 100, four the first angle steel 110 ' respectively constitute the first closing road of rectangle
The corner in footpath 011.Multiple bearing of trends 012 along stressed template 100 are provided between adjacent stressed template 100 to stack gradually
Connection template 200.Connection template 200 includes the second channel-section steel 210 ' and is connected to two of the two ends of the second channel-section steel 210 ' the
Two angle steel 220 '.Second angle steel 220 ' includes the connecting plate 222 of orthogonal first connecting plate 221 and second.First connecting plate
221 parallel to the second channel-section steel 210 ' bottom wall and to away from the second channel-section steel 210 ' direction extend, the second connecting plate 222 welding connect
It is connected to the end of the second channel-section steel 210 ' and the notch of the second channel-section steel 210 ' of direction.The outer surface of the first connecting plate 221 is located at second
Between the notch of the outer surface of the bottom wall of channel-section steel 210 ' and the second channel-section steel 210 ', and it is and the bottom wall of the second channel-section steel 210 ' between
Distance is equal to the thickness of slab of the first angle steel 110 '.
The stress that concrete cast-in-situ post and wellhole assembling die 003 in the present embodiment are made up of four the first angle steel 110 '
Template 100 and some several connection templates 200 being formed by connecting by second channel-section steel 210 ' and two the second angle steel 220 '
Assemble.Figure 20, Figure 21, Figure 22 respectively illustrate the knot of the first angle steel 110 ', the second channel-section steel 210 ' and the second angle steel 220 '
Composition.Alternatively, the first angle steel 110 ', the second angle steel 220 ' and the second channel-section steel 210 ' use thickness to pass through for the steel plate of 5mm
Blanking and bending are formed.Figure 23, Figure 24 respectively illustrate the structural representation of stressed template 100 and connection template 200.
When concrete cast-in-situ post and wellhole assembling die 003 are assembled into column combination mould as shown in figure 18, refer to
Figure 25, each connection template 200 inwardly coordinates between adjacent stressed template 100 from the outside of the first closed path 011, the
The outer surface of the bottom wall of two channel-section steels 210 ' connects the medial surface of the first angle steel 110 ' of its both sides, constitutes a direction first and closes
The main working face 013 of the tubular of the inner side of path 011, main working face 013 limits the space for formation of concrete post.
When concrete cast-in-situ post and wellhole assembling die 003 are assembled into wellhole assembling die as shown in figure 19, please join
See Figure 26, each connection template 200 is from the inner side of the first closed path 011 to fit between adjacent stressed template 100
When, the outer surface of the bottom wall of the second channel-section steel 210 ' connects the outer surface of the first angle steel 110 ' of its both sides, constitutes a direction the
The tubular face in the outside of one closed path 011, limits the tubular face for formation of concrete wellhole.
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 cast-in-situ post and wellhole combination die in the present embodiment
Tool 003 is in addition to the beneficial effect for possessing the assembling die described in embodiment one or embodiment two, and other are most prominent
Beneficial effect is processed simply, with extremely strong economy and practicality.
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 three stressed templates being sequentially arranged at intervals in the first closed path；
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 along described with the first surface
The main working face of the tubular of the first closed path closing.
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 shape and structure all same of each connection template.
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 connection 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
First surface；
The connecting portion is by the first connecting plate and the integrally formed angle steel of the second connecting plate；First connecting plate is fixedly connected
In one end of the middleware, second connecting plate is removably attachable to the stressed template.
6. concrete mold according to claim 5, it is characterised in that：
The stressed template has threeth surface relative with the first surface, on the 3rd surface of the stressed template
Connecting pole is connected with, second connecting plate passes through the excessively described connecting pole of connection borehole jack for opening up thereon, and by attaching nut
The stressed template is fixed on the threaded connection of the connecting pole.
7. the concrete mold according to claim any one of 1-3, it is characterised in that：
The stressed template is angle steel；
The connection template is connected to two side plates of the stressed template.
8. a kind of concrete cast-in-situ column combination mould, it is characterised in that：
The concrete cast-in-situ column combination mould includes the concrete mold described in claim any one of 1-7；
The main working face constitutes the forming surface for formation of concrete post towards the inner side of first closed path.
9. a kind of concrete cast-in-situ wellhole assembling die, it is characterised in that：
The concrete cast-in-situ wellhole assembling die includes the concrete mold described in claim any one of 1-7；
The main working face of the concrete mold is constituted for formation of concrete wellhole towards the outside of first closed path
Outer peripheral face.
10. a kind of concrete cast-in-situ post and wellhole assembling die, it is characterised in that：
The concrete cast-in-situ post and wellhole assembling die include four corners of the first closed path for being parallel to rectangle
The stressed template at place；The stressed template is made up of the first angle steel of bar shaped；Seen along the bearing of trend of the stressed template, four
Individual first angle steel respectively constitutes the corner of the first closed path of the rectangle；
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 second channel-section steel and is connected to two second angle steel at the second channel-section steel two ends；Described
Two angle steel include orthogonal first connecting plate and the second connecting plate；First connecting plate is parallel to second channel-section steel
Bottom wall simultaneously extends to the direction away from second channel-section steel, and second connecting plate is welded to connect in the end of second channel-section steel
And towards the notch of second channel-section steel；The lateral surface of first connecting plate is located at the lateral surface of the bottom wall of second channel-section steel
And the notch of second channel-section steel between, and its distance between with the bottom wall of second channel-section steel equal to first angle steel
Thickness of slab；
When each described connection template inwardly coordinate from the outside of first closed path the adjacent stressed template it
Between when, the lateral surface of the bottom wall of second channel-section steel connects the medial surface of first angle steel of its both sides, constitutes a direction
Tubular face on the inside of first closed path, limits the space for formation of concrete post；
When each it is described connection template from the inner side of first closed path to fit on the adjacent stressed template it
Between when, the lateral surface of the bottom wall of second channel-section steel connects the lateral surface of first angle steel of its both sides, constitutes a direction
Tubular face on the outside of first closed path, limits the surface for formation of concrete wellhole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621393087.4U CN206306233U (en) | 2016-12-19 | 2016-12-19 | Concrete cast-in-situ post and wellhole assembling die and concrete mold |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621393087.4U CN206306233U (en) | 2016-12-19 | 2016-12-19 | Concrete cast-in-situ post and wellhole assembling die and concrete mold |
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| CN206306233U true CN206306233U (en) | 2017-07-07 |
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| CN201621393087.4U Active CN206306233U (en) | 2016-12-19 | 2016-12-19 | Concrete cast-in-situ post and wellhole assembling die and concrete mold |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106738233A (en) * | 2016-12-19 | 2017-05-31 | 席成松 | Concrete cast-in-situ post and wellhole assembling die and concrete mold |
| CN109773946A (en) * | 2019-03-21 | 2019-05-21 | 赵德云 | A kind of multiple layer combination platform mold of prefabricated large-scale plate-type component |
| CN110076886A (en) * | 2019-05-30 | 2019-08-02 | 甘肃新路交通工程有限公司 | A kind of bridge prefabrication box beam hogging moment notch locating template and its application method |
| CN111830244A (en) * | 2020-06-28 | 2020-10-27 | 青海民族大学 | Method for reducing water absorption rate and drying shrinkage characteristics of regenerated foam concrete |
-
2016
- 2016-12-19 CN CN201621393087.4U patent/CN206306233U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106738233A (en) * | 2016-12-19 | 2017-05-31 | 席成松 | Concrete cast-in-situ post and wellhole assembling die and concrete mold |
| CN109773946A (en) * | 2019-03-21 | 2019-05-21 | 赵德云 | A kind of multiple layer combination platform mold of prefabricated large-scale plate-type component |
| CN110076886A (en) * | 2019-05-30 | 2019-08-02 | 甘肃新路交通工程有限公司 | A kind of bridge prefabrication box beam hogging moment notch locating template and its application method |
| CN111830244A (en) * | 2020-06-28 | 2020-10-27 | 青海民族大学 | Method for reducing water absorption rate and drying shrinkage characteristics of regenerated foam concrete |
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