CN207578686U - Self-adaptive precast concrete block manufacturing mold - Google Patents
Self-adaptive precast concrete block manufacturing mold Download PDFInfo
- Publication number
- CN207578686U CN207578686U CN201721732637.5U CN201721732637U CN207578686U CN 207578686 U CN207578686 U CN 207578686U CN 201721732637 U CN201721732637 U CN 201721732637U CN 207578686 U CN207578686 U CN 207578686U
- Authority
- CN
- China
- Prior art keywords
- concrete block
- side template
- plate
- deep floor
- self
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- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
- 239000011178 precast concrete Substances 0.000 title claims abstract description 16
- 238000004519 manufacturing process Methods 0.000 title abstract description 4
- 239000000463 material Substances 0.000 claims description 4
- 238000009434 installation Methods 0.000 claims description 3
- 239000011120 plywood Substances 0.000 claims description 3
- 238000000926 separation method Methods 0.000 claims description 3
- 125000006850 spacer group Chemical group 0.000 claims description 3
- 230000002787 reinforcement Effects 0.000 claims 1
- 239000004567 concrete Substances 0.000 abstract description 25
- 230000003014 reinforcing effect Effects 0.000 abstract 9
- 238000007493 shaping process Methods 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 5
- 230000000694 effects Effects 0.000 description 4
- 238000005266 casting Methods 0.000 description 3
- 239000003795 chemical substances by application Substances 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 239000002689 soil Substances 0.000 description 3
- 239000000853 adhesive Substances 0.000 description 2
- 230000001070 adhesive effect Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000003780 insertion Methods 0.000 description 2
- 230000037431 insertion Effects 0.000 description 2
- 238000000465 moulding Methods 0.000 description 2
- 239000002002 slurry Substances 0.000 description 2
- 239000002699 waste material Substances 0.000 description 2
- 241000208340 Araliaceae Species 0.000 description 1
- 235000005035 Panax pseudoginseng ssp. pseudoginseng Nutrition 0.000 description 1
- 235000003140 Panax quinquefolius Nutrition 0.000 description 1
- 230000001680 brushing effect Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 235000008434 ginseng Nutrition 0.000 description 1
- 239000003292 glue Substances 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000004513 sizing Methods 0.000 description 1
- 230000007306 turnover Effects 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Moulds, Cores, Or Mandrels (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
A self-adaptive precast concrete block manufacturing die is of a mirror symmetry structure and comprises a pair of vertical side templates arranged in parallel at intervals, a reinforcing plate adhered to the outer side surfaces of the side templates, a bottom template connected between the bottom surfaces of the pair of side templates and a plug board vertically arranged between the pair of side templates at intervals, wherein two long main reinforcing rib plates are horizontally arranged at intervals outside the reinforcing plate, at least two vertical secondary reinforcing rib plates are arranged at intervals outside the main reinforcing rib plates, and split connecting pieces which sequentially penetrate through the secondary reinforcing rib plates, the main reinforcing rib plates, the reinforcing plate and the side templates are arranged at positions corresponding to the secondary reinforcing rib plates; and the side templates are uniformly provided with inserting plate clamping grooves which are arranged along the whole length of the height direction at intervals. The concrete block shaping die solves the problems that the existing die is shaped, the shape of the once-formed concrete block is single and small in quantity, the requirement for fully utilizing the surplus of the on-site concrete cannot be met in time, and the precision of the manufactured concrete block is low.
Description
Technical field
The utility model is related to construction field of tool, particularly a kind of self-adapting type precast concrete block makes mould
Tool.
Background technology
At present, it is serious that concrete situation is wasted in construction, during casting concrete, it is time-consuming to make mold process
Arduously, and the utilization rate of concrete clout is relatively low, and the mold of previous casting concrete surplus is relatively simple, production quantity
It is few.In the prior art, it is used for reducing the waste of concrete surplus there are also mold, but mold is regularization, production quantity ratio
Less, one-time formed shape is relatively simple, and often the surplus of concrete is more, makes multiple molds and easily loses, easily disorderly,
During casting concrete, often due to number of molds is insufficient, it is impossible to meet making full use of for on-site concrete surplus in time.
Utility model content
The purpose of this utility model is to provide a kind of self-adapting type precast concrete block and makes mold, to solve existing mold
Regularization, the shape of one-time formed concrete block is relatively simple and quantity is few, it is impossible to meet on-site concrete surplus in time
Requirement is made full use of, and the precision of the concrete block made is low.
To achieve the above object, the utility model adopts the following technical solution：
A kind of self-adapting type precast concrete block makes mold, the mold generally mirror image, including a pair
The side template of vertical parallel interval setting, is connected to a pair of side form at the securing plate being pasted onto on the side template lateral surface
End template and perpendicular separation between plate bottom surface are located at the plate between a pair of side template, the outside water of the securing plate
It is flat to be equipped at intervals with the elongated main deep floor of twice, the outside spacers of the main deep floor be equipped at least twice it is vertical time plus
Strong floor, the corresponding secondary deep floor installation position, which is equipped with, sequentially passes through time deep floor, main deep floor, securing plate and side
Template to draw connector, described pair draw connector be arranged at intervals twice；Uniform intervals are provided with along height side on the side template
To the plate card slot of elongated setting, the plate correspondence is plugged in the plate card slot of symmetric position, the adjacent plate card slot
Spacing be 2~3cm.
Preferably, the top surface of the main deep floor is equipped with elongated scale, and the scale is marked with by scale unit weight
The scale set again, the start index value of each scale unit is 0, the difference of maximum scale value 90, adjacent scale value is 10.
Preferably, the center line and the scale positioned at the end for being opened in the outermost plate card slot in side template one end
First scale unit start index value 0 graduation mark alignment.
Preferably, the depth of the plate card slot is identical with the thickness of the side template.
Preferably, the top surface of the main deep floor on top and the either flush of the side template are located at, is located at lower part
The main deep floor bottom surface it is concordant with the bottom surface of the side template.
Preferably, connector is drawn to include Screw arbor with nut at both-ends and the nut for being connected to Screw arbor with nut at both-ends both ends for described pair；The nut
It is corresponding to be pressed on the lateral surface of time deep floor；Gasket is lined between the lateral surface of the nut and secondary deep floor.
Preferably, the side template it is identical with securing plate material, be multi-plywood.
The utility model has the characteristics that and advantageous effect compared with prior art：
Plank and the flitch combination that the mold of the utility model is discarded using construction site are formed by connecting, and draw materials simple side
Just, with strong applicability, die assembly is an entirety, can make the mixed of multiple and different sizes simultaneously by adjusting the position of plate
Solidifying soil block, and do not have to as the prior art by making the mold of multiple sizes, in the removal process of concrete clout
In, mold will not be lost, and the one-pass molding quantity of concrete block is more, and effect is good, simultaneously because can be by adjusting the position of plate
Put the size for changing precast concrete block, therefore in the removal process of concrete clout, can according to remaining clout number
The position of adjustment plate in time, efficiently uses clout, so as to avoid causing the waste of concrete clout；Equipped with scale, Ke Yigen
The position of plate is accurately positioned according to scale, the accurate size of prefabricated mixed soil block, speed of application is fast, good forming effect；And this practicality
Novel mold turnover is high, and versatile, construction is simple is convenient in demoulding；Plate is plugged in the plate card slot of both sides, is formed
Box-like enclosure space ensures that concrete slurry does not outflow, so as to ensure the size of concrete block and molding effect, and form removal side
Just, simply.
The utility model can be widely applied to the making of prefabricated block.
Description of the drawings
The utility model is described in more detail below in conjunction with the accompanying drawings.
Fig. 1 is the planar structure schematic diagram of the utility model.
Fig. 2 is the facade structures schematic diagram of the utility model.
Reference numeral：1-side template, 2-securing plate, 3-end template, 4-plate, 5-main deep floor, 6-it is secondary plus
Strong floor, 7-to drawing connector, 8-plate card slot, 9-scale, 10-gasket.
Specific embodiment
Embodiment ginseng is seen figure 1 and figure 2, and a kind of self-adapting type precast concrete block makes mold, and the mold is whole
For mirror image, the side template 1 including a pair of vertical parallel interval setting is pasted onto on 1 lateral surface of side template
Securing plate 2, the end template 3 being connected between a pair of 1 bottom surface of side template and perpendicular separation are located at a pair of side template 1
Between plate 4, the outside horizontal interval of the securing plate 2 is equipped with the elongated main deep floor 5 of twice, the main deep floor
5 outside spacers are equipped with the secondary deep floor 6 that at least twice are vertical, and corresponding secondary 6 installation position of deep floor is equipped with successively
Through secondary deep floor 6, main deep floor 5, securing plate 2 and side template 1 to drawing connector 7, described pair is drawn connector 7 to be spaced
Twice are set；Uniform intervals are provided with the plate card slot 8 along the elongated setting of short transverse on the side template 1, and the plate 4 corresponds to
It is plugged in the plate card slot 8 of symmetric position, the spacing of the adjacent plate card slot 8 is 2~3cm；The plate card slot 8 is along side
The elongated setting of thickness direction of template 1, and the thickness of side template 1 not less than 15mm, i.e. the thickness of plate card slot 8 is not less than
15mm ensures that concrete slurry does not outflow, and ensures the leakproofness of single slot；In die inside smearing release agent before filling concrete,
The size of the plate 4 is 15*230*200mm；The secondary deep floor 6 and the side template are contour；To drawing setting for connector 7
It puts quantity to be adjusted according to the length of side template, general length is added together more than 2m to drawing connector 7, the both ends of side template
Portion position respectively sets one to drawing connector 7, and medium position is added as needed；The top surface of the main deep floor 5 is equipped with elongated
Scale 9, the scale is marked with the scale that setting is repeated by scale unit, and the start index value of each scale unit is 0, most
High range value is 90, the difference of adjacent scale value is 10；It is opened in the center of the outermost plate card slot 8 in 1 one end of side template
Line is aligned with 0 graduation mark of the start index value of first scale unit of the scale 9 positioned at the end；The plate card slot
8 depth is identical with the thickness of the side template 1；It is located at the top surface of the main deep floor 5 on top and the side template 1
Either flush, the bottom surface for being located at the main deep floor 5 of lower part are concordant with the bottom surface of the side template 1；The described pair of company of drawing
Fitting 7 includes Screw arbor with nut at both-ends and the nut for being connected to Screw arbor with nut at both-ends both ends；The nut correspondence is pressed on the outer of time deep floor 6
On side；Gasket 10 is lined between the lateral surface of the nut and secondary deep floor 6；2 material phase of the side template 1 and securing plate
Together, it is multi-plywood, and the two size is also all mutually 15*200*200mm.
The course of work of the utility model：
1st, assembled formwork：Side template 1 and securing plate 2 by adhesive are pasted together, end template is then passed through into glue
Glutinous agent is pasted in the bottom surface of side template, and is fixed using skew nailing, and main deep floor 5 is pasted by adhesive in securing plate
On 2, then secondary deep floor 6 is arranged on to the outside of main deep floor 5, and position is correspondingly arranged with to drawing in secondary deep floor 6
Then plate 4 is inserted in plate card slot 8 by connector 7 through connection.
2nd, by prefabricated single of the concrete block formed between adjacent two plate and a pair of of side template before concreting
Groove body is cleaned out, then the brushing releasing agent in single groove body.
3rd, it according to construction needs, determines the size of precast concrete block, the accurate insertion position of plate is determined by scale,
Then the insertion position of plate is adjusted.
4th, coagulation is poured in the prefabricated single groove body of the concrete block that is formed between adjacent two plate and a pair of of side template
Soil, form removal after maintenance sizing.
Claims (7)
1. a kind of self-adapting type precast concrete block makes mold, it is characterised in that：The mold generally mirror image,
Include the side template of a pair of vertical parallel interval setting（1）, be pasted onto the side template（1）Securing plate on lateral surface
（2）, be connected to a pair of side template（1）End template between bottom surface（3）And perpendicular separation is located at a pair of side template
（1）Between plate（4）, the securing plate（2）Outside horizontal interval be equipped with the elongated main deep floor of twice（5）, it is described
Main deep floor（5）Outside spacers be equipped with the secondary deep floor that at least twice are vertical（6）, the corresponding secondary deep floor（6）
Installation position, which is equipped with, sequentially passes through time deep floor（6）, main deep floor（5）, securing plate（2）And side template（1）To draw connect
Fitting（7）, described pair of drawing connector（7）It is arranged at intervals twice；The side template（1）Upper uniform intervals, which are provided with along short transverse, to be led to
The plate card slot of long setting（8）, the plate（4）The corresponding plate card slot for being plugged on symmetric position（8）It is interior, the adjacent plate
Card slot（8）Spacing be 2~3cm.
2. self-adapting type precast concrete block makes mold according to claim 1, it is characterised in that：The main deep floor
（5）Top surface be equipped with elongated scale（9）, the scale is marked with repeats the scale set, each scale list by scale unit
The start index value of member is 0, the difference of maximum scale value 90, adjacent scale value is 10.
3. self-adapting type precast concrete block makes mold according to claim 2, it is characterised in that：It is opened in side template（1）
The outermost plate card slot in one end（8）Center line with positioned at the end the scale（9）First scale unit
The 0 graduation mark alignment of start index value.
4. self-adapting type precast concrete block makes mold according to claim 3, it is characterised in that：The plate card slot
（8）Depth and the side template（1）Thickness it is identical.
5. mold is made according to self-adapting type precast concrete block described in claim 1-4 any one, it is characterised in that：It is located at
The main deep floor on top（5）Top surface and the side template（1）Either flush, be located at the main ribs of lower part
Plate（5）Bottom surface and the side template（1）Bottom surface it is concordant.
6. mold is made according to self-adapting type precast concrete block described in claim 1-4 any one, it is characterised in that：It is described
To drawing connector（7）Including Screw arbor with nut at both-ends and the nut for being connected to Screw arbor with nut at both-ends both ends；The nut correspondence is pressed on time reinforcement
Floor（6）Lateral surface on；The nut and time deep floor（6）Lateral surface between be lined with gasket（10）.
7. mold is made according to self-adapting type precast concrete block described in claim 1-4 any one, it is characterised in that：It is described
Side template（1）And securing plate（2）Material is identical, is multi-plywood.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721732637.5U CN207578686U (en) | 2017-12-13 | 2017-12-13 | Self-adaptive precast concrete block manufacturing mold |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721732637.5U CN207578686U (en) | 2017-12-13 | 2017-12-13 | Self-adaptive precast concrete block manufacturing mold |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207578686U true CN207578686U (en) | 2018-07-06 |
Family
ID=62737750
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721732637.5U Expired - Fee Related CN207578686U (en) | 2017-12-13 | 2017-12-13 | Self-adaptive precast concrete block manufacturing mold |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207578686U (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108972831A (en) * | 2018-07-23 | 2018-12-11 | 中国十七冶集团有限公司 | A kind of sump, septic tank precast concrete cover manufacturing system |
| CN109382908A (en) * | 2018-11-30 | 2019-02-26 | 湖南恒盛瑞通新型建材有限公司 | The production method and its production mould of non-light tight concrete |
| CN109991054A (en) * | 2019-03-25 | 2019-07-09 | 中国建筑股份有限公司 | A kind of 3D printing concrete sample molding machine and forming method |
| CN111024476A (en) * | 2019-11-20 | 2020-04-17 | 成都大学 | Mould of similar material class rock mass test piece of size adjustable batch production |
| CN112622001A (en) * | 2020-12-10 | 2021-04-09 | 湖南恒邦建工有限公司 | Concrete forming die of assembled coffin pit |
| CN112942417A (en) * | 2019-12-10 | 2021-06-11 | 中铁建工集团有限公司 | Precast concrete wall guide support |
| CN114888952A (en) * | 2022-06-09 | 2022-08-12 | 山西八建集团有限公司 | Manufacturing method of rectangular prefabricated cover plate |
-
2017
- 2017-12-13 CN CN201721732637.5U patent/CN207578686U/en not_active Expired - Fee Related
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108972831A (en) * | 2018-07-23 | 2018-12-11 | 中国十七冶集团有限公司 | A kind of sump, septic tank precast concrete cover manufacturing system |
| CN109382908A (en) * | 2018-11-30 | 2019-02-26 | 湖南恒盛瑞通新型建材有限公司 | The production method and its production mould of non-light tight concrete |
| CN109382908B (en) * | 2018-11-30 | 2023-12-19 | 湖南恒盛瑞通新型建材有限公司 | Manufacturing method of light-transmitting concrete and production mold thereof |
| CN109991054A (en) * | 2019-03-25 | 2019-07-09 | 中国建筑股份有限公司 | A kind of 3D printing concrete sample molding machine and forming method |
| CN109991054B (en) * | 2019-03-25 | 2022-01-04 | 中国建筑股份有限公司 | 3D printing concrete sample forming device and forming method |
| CN111024476A (en) * | 2019-11-20 | 2020-04-17 | 成都大学 | Mould of similar material class rock mass test piece of size adjustable batch production |
| CN112942417A (en) * | 2019-12-10 | 2021-06-11 | 中铁建工集团有限公司 | Precast concrete wall guide support |
| CN112622001A (en) * | 2020-12-10 | 2021-04-09 | 湖南恒邦建工有限公司 | Concrete forming die of assembled coffin pit |
| CN114888952A (en) * | 2022-06-09 | 2022-08-12 | 山西八建集团有限公司 | Manufacturing method of rectangular prefabricated cover plate |
| CN114888952B (en) * | 2022-06-09 | 2024-02-02 | 山西八建集团有限公司 | Rectangular prefabricated cover plate manufacturing method |
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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 |
Granted publication date: 20180706 |