CN208594740U - A kind of preparatory cast template structure for civil engineering construction construction - Google Patents
A kind of preparatory cast template structure for civil engineering construction construction Download PDFInfo
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- CN208594740U CN208594740U CN201820944051.3U CN201820944051U CN208594740U CN 208594740 U CN208594740 U CN 208594740U CN 201820944051 U CN201820944051 U CN 201820944051U CN 208594740 U CN208594740 U CN 208594740U
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- rectangular
- rectangular channel
- fixed form
- preparatory
- template
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Abstract
The utility model provides a kind of preparatory cast template structure for civil engineering construction construction, including upper fixed form, rectangular channel C and cylindrical bar；Fixed template top end face center is welded with one piece of rectangular slab A, and fixed template right side is welded with one piece of rectangular slab B；The lower fixed form left side center offers the rectangular channel B, and the lower fixed form right side center is welded with one piece of rectangular slab C；The lower fixed form bottom face center offers the rectangular channel C.Rectangular slab A, rectangular slab B rectangular slab C and rectangular channel A, rectangular channel B, rectangular channel C are equipped with, rectangular slab A, rectangular slab B rectangular slab C, which are inserted into rectangular channel A, rectangular channel B, rectangular channel C, can realize the vertical connection and horizontal connection of the preparatory cast template of muti-piece, time when effectively reducing horizontal fixed and vertical fixed, simplify operation difficulty.
Description
Technical field
The utility model belongs to technical field of civil engineering, more specifically, in particular to a kind of to build for civil engineering
The preparatory cast template structure of facility work.
Background technique
The concrete cast template that civil engineering uses mainly has plank sheathing, steel template and plastic formwork.Main function
It is to make corresponding shape in advance, then carries out moulding by casting, the utilization rate of plank sheathing is higher at present, the material one of plank sheathing
As be mostly pine and China fir composition.
Based on above-mentioned, the inventors discovered that, existing wooden preparatory cast template is primarily present following deficiency:
It since wooden template is more soft, is easy to appear in casting process, since internal pressure is excessive final after casting
It causes fixed plate run-off the straight or is subjected to displacement.
Two blocks of plank sheathings could be realized horizontal directions or vertically to connection by needing to carry out repeated measurement scribing line before casting,
Operate the comparatively laborious more wasteful time.
After use, be poured it is larger to space hold when last placement, storage not enough facilitate it is convenient.
Then, in view of this, being studied improvement for existing structure and missing, one kind is provided and is built for civil engineering
The preparatory cast template structure of facility work, to achieve the purpose that with more more practical value.
Utility model content
In order to solve the above-mentioned technical problem, the utility model provides a kind of preparatory casting for civil engineering construction construction
Formwork structure, existing cumbersome to solve, fixation means are weaker, are unfavorable for the problem of placing.
Purpose and effect of the utility model for the preparatory cast template structure of civil engineering construction construction, by following tool
Body technique means are reached:
It is a kind of for civil engineering construction construction preparatory cast template structure, including upper fixed form, lower fixed form,
Hinge, rectangular slab A, rectangular slab B, thimble structure, cylindrical tube, be flexibly connected axle sleeve, be flexibly connected axis, rectangular slab C, rectangular channel A,
Rectangular channel B, rectangular channel C and cylindrical bar；Fixed template top end face center is welded with one piece of rectangular slab A, and
Fixed template right side is welded with one piece of rectangular slab B；Fixed template front end face center position to the left is in
Rectangular array shape is distributed and is welded with two thimble structures, and fixed template front end face center position to the right is also right
Claim the thimble structure for being welded with the distribution of two rectangular array shapes；Fixed template left side center offers
One rectangular channel A；Fixed template is flexibly connected with the lower fixed form by two hinges；Under described
Also rectangular array shape is distributed and is welded with two thimble structures for fixed form front end face center position to the left, and it is described under
Fixed form front end face center position to the right be also symmetrically welded there are two rectangular array shape distribution the thimble structure；It is described
Lower fixed form left side center offers the rectangular channel B, and the lower fixed form right side center
It is welded with one piece of rectangular slab C；The lower fixed form bottom face center offers the rectangular channel C；It is described
Thimble structure is made of the cylindrical tube, the flexible connection axle sleeve and the flexible connection axis, eight flexible connection axis
Rear end face is mutually welded with fixed template or the lower fixed form respectively, eight flexible connection axis front end face difference
Connect and be connected with eight rear end face axis for being flexibly connected axle sleeves, eight flexible connection axle sleeve front end faces respectively with eight institutes
Cylinder pipe outer wall is stated to be weldingly connected.
Further, the flexible connection axle sleeve and be flexibly connected axis be can 360 degree rotation structure.
Further, the size of the rectangular slab A and the rectangular channel C's is equal in magnitude.
Further, the size of the rectangular slab B and the rectangular channel A's is equal in magnitude；The size of the rectangular slab C
It is equal in magnitude with the rectangular channel B.
Further, the cylindrical bar and the cylindrical tube are interference fit.
Compared with prior art, the utility model has the following beneficial effects:
Rectangular slab A, rectangular slab B rectangular slab C and rectangular channel A, rectangular channel B, rectangular channel C are equipped with, by rectangular slab A,
Rectangular slab B rectangular slab C insertion rectangular channel A, rectangular channel B, rectangular channel C can realize vertical connection and the water of the preparatory cast template of muti-piece
Flushconnection, simplifies operation difficulty at time when effectively reducing horizontal fixed and vertical fixed.
When the preparatory cast template of muti-piece is connected with each other, by being equipped with for thimble structure and cylindrical bar, can prevent
Internal pressure is excessive after being only poured, and fixed form and lower fixed form are allowed to be tilted outward in promotion, eventually lead to wall
Body deformation and moulding failure.
By the setting of hinge, after use, upper fixed form and lower fixed form can be subjected to doubling, then into
Row is placed, and reduces preparatory cast template to the occupancy degree in space.
Detailed description of the invention
Fig. 1 is the schematic view of the front view of the utility model.
Fig. 2 is the left view structural representation of the utility model.
Fig. 3 is the structural schematic diagram that the utility model is overlooked.
Fig. 4 be the utility model assembling after schematic view of the front view.
Fig. 5 is the thimble structure enlarged structure schematic diagram of the utility model.
Fig. 6 is the thimble structure section view enlarged structure schematic diagram of the utility model.
In figure, the corresponding relationship of component names and accompanying drawing number are as follows:
The upper fixed form of 1-, fixed form under 2-, 3- hinge, 4- rectangular slab A, 5- rectangular slab B, 6- thimble structure, 601-
Cylindrical tube, 602- are flexibly connected axle sleeve, and 603- is flexibly connected axis, 7- rectangular slab C, 8- rectangular channel A, 9- rectangular channel B, 10- rectangle
Slot C, 11- cylindrical bar.
Specific embodiment
The embodiments of the present invention is described in further detail with reference to the accompanying drawings and examples.Following embodiment
For illustrating the utility model, but cannot be used to limit the scope of the utility model.
In the description of the present invention, unless otherwise indicated, the meaning of " plurality " is two or more；Term
The orientation of the instructions such as "upper", "lower", "left", "right", "inner", "outside", " front end ", " rear end ", " head ", " tail portion " or position are closed
System is to be based on the orientation or positional relationship shown in the drawings, and is merely for convenience of describing the present invention and simplifying the description, rather than
The device or element of indication or suggestion meaning must have a particular orientation, be constructed and operated in a specific orientation, therefore cannot
It is construed as a limitation of the present invention.In addition, term " first ", " second ", " third " etc. are used for description purposes only, and cannot
It is interpreted as indication or suggestion relative importance.
In the description of the present invention, it should be noted that unless otherwise clearly defined and limited, term " phase
Even ", " connection " shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection, or be integrally connected；It can
To be mechanical connection, it is also possible to be electrically connected；It can be directly connected, it can also be indirectly connected through an intermediary.For this
For the those of ordinary skill in field, the concrete meaning of above-mentioned term in the present invention can be understood with concrete condition.
Embodiment:
As shown in attached drawing 1 to attached drawing 6:
The utility model provides a kind of preparatory cast template structure for civil engineering construction construction, including upper stent
Plate 1, lower fixed form 2, hinge 3, rectangular slab A4, rectangular slab B5, thimble structure 6, cylindrical tube 601, be flexibly connected axle sleeve 602,
It is flexibly connected axis 603, rectangular slab C7, rectangular channel A8, rectangular channel B9, rectangular channel C10 and cylindrical bar 11；Fixed template 1
Top end face center is welded with one piece of rectangular slab A4, and 1 right side of fixed template is welded with one piece of square
Shape plate B5；Fixed 1 front end face center of template rectangular array shape in position to the left is distributed and is welded with two lantern rings
Structure 6, and 1 front end face center position to the right of fixed template be also symmetrically welded there are two rectangular array shape distribution institute
State thimble structure 6；Fixed 1 left side center of template offers the rectangular channel A8；Fixed mould
Plate 1 is flexibly connected with the lower fixed form 2 by two hinges 3；The 2 front end face center position to the left of lower fixed form
It sets also rectangular array shape distribution and is welded with two thimble structures 6, and 2 front end face center position to the right of the lower fixed form
Set the thimble structure 6 of rectangular array shape distribution there are two being also symmetrically welded；The 2 left side centre bit of lower fixed form
It sets and offers the rectangular channel B9, and 2 right side center of the lower fixed form is welded with one piece of rectangular slab
C7；The thimble structure 6 is made of the cylindrical tube 601, the flexible connection axle sleeve 602 and the flexible connection axis 603, and eight
A 603 rear end face of flexible connection axis is welded with fixed template 1 or 2 phase of lower fixed form respectively, eight institutes
It states to be flexibly connected 603 front end face of axis and connect with eight rear end face axis for being flexibly connected axle sleeve 602 respectively and be connected, described in eight
602 front end face of axle sleeve is flexibly connected to be weldingly connected with eight 601 outer walls of cylindrical tube respectively.
Wherein, the flexible connection axle sleeve 602 and be flexibly connected axis 603 be can 360 degree rotation structure, therefore can carry out oblique
It is fixed.
Wherein, the size of the rectangular slab A4 and the rectangular channel C10's is equal in magnitude, therefore passes through rectangular slab A4 and institute
Being vertically connected with for multiple preparatory cast templates is realized in the cooperation for stating rectangular channel C10.
Wherein, the size of the rectangular slab B5 and the rectangular channel A8's is equal in magnitude；The size of the rectangular slab C7 with
The rectangular channel B9's is equal in magnitude, therefore passes through the rectangular slab B5 and rectangular slab C7 and the rectangular channel A8 and the square
The left and right connection between multiple preparatory cast templates is realized in the cooperation of shape slot B9.
Wherein, the cylindrical bar 11 and the cylindrical tube 601 are interference fit, therefore can be realized by using cylindrical bar 11
The interconnection of multiple preparatory cast templates.
The specifically used mode and effect of the present embodiment:
In use, another preparatory cast template structure is connected in the top of a preparatory cast template structure first,
Method is: a preparatory cast template structure rectangular slab A4 is inserted into the rectangular channel C10 of another preparatory cast template structure,
Left and right connection is then carried out, method is: rectangular slab B5 and rectangular slab the C7 insertion of a preparatory cast template structure is another
In the rectangular channel A8 and rectangular channel B9 of a preparatory cast template structure, quickly can vertically it be connected by above-mentioned connection method
And horizontal connection, according to said method carry out up and down and carry out final step after the connection of left and right to fix, method is: first top will
Cylindrical tube 601 on four adjacent thimble structures 6 is adjusted to same direction in pairs, then inserts two cylindrical bars 11
Enter in two groups of cylindrical tubes 601, left side, right side and next time are fixed according to the above method, can prevent from pouring by above-mentioned fixation
Internal pressure is excessive after note, makes junction run-off the straight that moulding be caused to fail；
When being stored after use, upper fixed form 1 and lower fixed form 2 can be subjected to doubling, can effectively reduce in advance
Occupancy of the cast template to space.
The embodiments of the present invention are given for the purpose of illustration and description, and are not exhaustively or to incite somebody to action
The utility model is limited to disclosed form.Many modifications and variations are aobvious and easy for the ordinary skill in the art
See.Embodiment was chosen and described in order to better illustrate the principle and practical application of the utility model, and makes this field
Those of ordinary skill it will be appreciated that the utility model to designing various embodiments suitable for specific applications with various modifications.
Claims (5)
1. a kind of preparatory cast template structure for civil engineering construction construction, it is characterised in that: this is used for civil engineering and builds
The preparatory cast template structure of facility work includes upper fixed form, lower fixed form, hinge, rectangular slab A, rectangular slab B, lantern ring knot
Structure, cylindrical tube are flexibly connected axle sleeve, are flexibly connected axis, rectangular slab C, rectangular channel A, rectangular channel B, rectangular channel C and cylindrical bar；Institute
It states fixed form top end face center and is welded with one piece of rectangular slab A, and fixed template right side is welded with
One piece of rectangular slab B；Fixed template front end face center rectangular array shape in position to the left is distributed and is welded with two
The thimble structure, and fixed template front end face center position to the right is also symmetrically welded that there are two rectangular array shapes point
The thimble structure of cloth；Fixed template left side center offers the rectangular channel A；It is fixed
Template is flexibly connected with the lower fixed form by two hinges；Lower fixed form front end face center position to the left
Also rectangular array shape is distributed and is welded with two thimble structures, and lower fixed form front end face center position to the right
Also the thimble structure of rectangular array shape distribution there are two being symmetrically welded；It opens the lower fixed form left side center
Equipped with a rectangular channel B, and the lower fixed form right side center is welded with one piece of rectangular slab C；It is described
Lower fixed form bottom face center offers the rectangular channel C；The thimble structure is by the cylindrical tube, the work
Dynamic connecting bushing and the flexibles connection axis form, eight flexible connection shaft rear end faces respectively with fixed template or
The lower fixed form mutually welds, eight flexible connection axis front end faces respectively with eight rear ends for being flexibly connected axle sleeve
Face axis connects connected, and eight flexible connection axle sleeve front end faces are weldingly connected with eight cylinder pipe outer walls respectively.
2. the preparatory cast template structure for civil engineering construction construction as described in claim 1, it is characterised in that: the work
Dynamic connecting bushing and flexible connection axis are can 360 degree rotation structure.
3. the preparatory cast template structure for civil engineering construction construction as described in claim 1, it is characterised in that: the square
The size of shape plate A is equal in magnitude with the rectangular channel C's.
4. the preparatory cast template structure for civil engineering construction construction as described in claim 1, it is characterised in that: the square
The size of shape plate B is equal in magnitude with the rectangular channel A's；The size of the rectangular slab C is equal in magnitude with the rectangular channel B's.
5. the preparatory cast template structure for civil engineering construction construction as described in claim 1, it is characterised in that: the circle
Mast and the cylindrical tube are interference fit.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820944051.3U CN208594740U (en) | 2018-06-19 | 2018-06-19 | A kind of preparatory cast template structure for civil engineering construction construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820944051.3U CN208594740U (en) | 2018-06-19 | 2018-06-19 | A kind of preparatory cast template structure for civil engineering construction construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208594740U true CN208594740U (en) | 2019-03-12 |
Family
ID=65601414
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820944051.3U Expired - Fee Related CN208594740U (en) | 2018-06-19 | 2018-06-19 | A kind of preparatory cast template structure for civil engineering construction construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208594740U (en) |
-
2018
- 2018-06-19 CN CN201820944051.3U patent/CN208594740U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190312 Termination date: 20200619 |