CN206646811U - A kind of building precast pad mould - Google Patents
A kind of building precast pad mould Download PDFInfo
- Publication number
- CN206646811U CN206646811U CN201720335818.8U CN201720335818U CN206646811U CN 206646811 U CN206646811 U CN 206646811U CN 201720335818 U CN201720335818 U CN 201720335818U CN 206646811 U CN206646811 U CN 206646811U
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- Prior art keywords
- diaphragm capsule
- lower diaphragm
- rectangle
- dam
- mould
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Abstract
It the utility model is related to a kind of mould, and in particular to a kind of building precast pad mould.In the prior art, during concreting, the advance expenditure block on bar-mat reinforcement easily slips in work progress；And cushion block of the prior art is not suitable with the advance expenditure requirement of different height.The utility model provides a kind of building precast pad mould, including upper mould cover and lower diaphragm capsule, and upper mould cover is buckled in one closed die cavity of formation in the box mouth of lower diaphragm capsule；The bottom of lower diaphragm capsule is provided with the rectangle dam of 90 degree of right-angled intersections of twice；Lower diaphragm capsule lower surface is close on rectangle dam, and box wall of the both ends on rectangle dam respectively with lower diaphragm capsule intersects.The precast lining produced using the mould of the utility model structure, during concrete pouring construction, the phenomenon of advance expenditure block slippage can be prevented, while cushion block can be superimposed with plug-in to adapt to the advance expenditure demand of not dynamic height.
Description
Technical field
It the utility model is related to a kind of mould, and in particular to a kind of building precast pad mould.
Background technology
Armored concrete (English：Reinforced Concrete or Ferroconcrete), often it is called for short in engineering
Reinforced concrete (tong).Refer to by adding reinforcing bar or bar-mat reinforcement, steel reinforcement cage, steel plate or fiber in concrete one kind for forming
Cooperation improves a kind of combined material of Concrete Mechanical Properties to combined material therewith.For reinforced concrete most common one
Kind form.
The casting process of armored concrete is such, and bar-mat reinforcement or reinforcing bar are put into the space design that template is formed
Cage, then by concrete injection template form space design in, after concrete setting and intensity it is up to standard after, remove masterplate.
Armored concrete has such a requirement in casting process, i.e., concrete need it is fully wrapped around live bar-mat reinforcement or
Steel reinforcement cage, and reinforcing bar needs certain depth apart from concrete surface layer, and the concrete of this depth is referred to as Surface layer's concrete.No
Same environment needs different Surface layer's concrete thickness degree.
During practice of construction, under gravity, bar-mat reinforcement or steel reinforcement cage can be close in template, if directly poured
If building concrete, the side that reinforcing bar is close to template would not form Surface layer's concrete.Therefore needed before casting concrete
Bar-mat reinforcement in plate moulding or steel reinforcement cage branch are got up, disengage it from masterplate not with template proximate.
Stone is commonly used in job site, or simple concrete block carrys out advance expenditure bar-mat reinforcement, although such advance expenditure method
Can also, but following weak point be present：
(1) cushion block easily slips, and when on bar-mat reinforcement or steel reinforcement cage by external force or vibrations, cushion block easily slips.In addition it is
Facilitate masterplate subsequently to disengage, grease is typically brushed in template, cushion block is more prone to slip.Someone during due to being constructed on bar-mat reinforcement
Member needs to use vibrator by concrete ram-jolt, therefore pass through in practice of construction process in upper walking in addition during casting concrete
The situation that cushion block comes off often occurs.
(2) due to being different in the height of different position advance expenditures, stone or common cushion block do not adapt to height
Different advance expenditure requirements.
Therefore the precast lining of disadvantages mentioned above can be overcome to produce by needing to design a kind of precast lining mould.
Utility model content
The purpose of this utility model is to provide a kind of building precast pad mould, to solve to carry in above-mentioned background technology
To the problem of.
To achieve the above object, the utility model provides following technical scheme：A kind of building precast pad mould, including
Upper mould cover and lower diaphragm capsule, described upper mould cover are buckled in one closed die cavity of formation in the box mouth of lower diaphragm capsule；The bottom of lower diaphragm capsule
Rectangle dam provided with 90 degree of right-angled intersections of twice；It is close to lower diaphragm capsule lower surface, and the two of rectangle dam in described rectangle dam
The box wall respectively with lower diaphragm capsule is held to intersect.
, can be in this practicality after prefabricated material and matched moulds are poured into building precast pad mould provided by the utility model
A precast lining is formed in the die cavity that new upper mould cover and lower diaphragm capsule are formed；The effect on the twice rectangle dam in lower diaphragm capsule
Under, after the demoulding, the rectangle stopper slot of twice right-angled intersection can be correspondingly formed on precast lining.
All intersect to tie up with reinforcing bar because bar-mat reinforcement or steel reinforcement cage are most of and build, thus can in bar-mat reinforcement or
Select the position of a reinforcing bar right-angled intersection to be encased inside the precast lining that the utility model produces on steel reinforcement cage, make on this position
The reinforcing bar of right-angled intersection is buckled into the rectangle stopper slot of right-angled intersection on precast lining, and so vibrations are skidded anyway, cushion block
Slipped all without with reinforcing bar, can thoroughly solve the phenomenon of cushion block slippage.
Preferably, the height on twice rectangle dam is different in the utility model, and the difference in height on twice rectangle dam is 4~32 millis
Rice, and the width on twice rectangle dam is no more than 40mm.Such setting can allow the preformed pad of the utility model mould output
The spacing groove depth of twice rectangle of block is different.
Due to the axis of two reinforcing bars that intersects on bar-mat reinforcement not at grade, if the spacing groove depth of twice rectangle
If degree is consistent, all gravity presses to one in twice rectangle stopper slot by that root reinforcing bar of lowermost layer, therefore, at this
In the precast lining of preferred scheme output, the depth of twice rectangle stopper slot is shallow for one deep one, and such twice rectangle stopper slot is just
The reinforcing bar intersected on bar-mat reinforcement can be held up simultaneously.Stress point is more uniform on precast lining, advantageously steady in guarantee advance expenditure
It is fixed.The difference in height on other twice rectangle dam is 4~32 millimeters, and the width on twice rectangle dam is no more than 40mm, these sizes
Scope can cover the bar gauge of standards all at present, and dam width is unsuitable excessive, and larger groove width, groove are formed when dam width is excessive
When being wider than big, easily shaken although cushion block slip phenomenon will not occur during precast lining stress.
Preferably, the bottom of described lower diaphragm capsule is provided with groove, and the bottom surface of described upper mould cover is provided with protruding block；Upper mould
For cover buckle when on lower diaphragm capsule, the position of protruding block faces groove, and the quantity of protruding block and groove is equal；Described projection
The shape of block and the shape of groove are spatially complementary.When in building precast pad mould provided by the utility model
After pouring into prefabricated material and matched moulds, a preformed pad can be formed in the die cavity that upper mould cover of the present utility model and lower diaphragm capsule are formed
Block；The position of the top respective slot of precast lining can form a raised locating piece, precast lining in the presence of groove
Bottom a positioning pit can be formed in the presence of the protruding block of upper mould cover；, can be with when needing to adapt to different advance expenditure height
The precast lining polylith that this prioritization scheme is produced is stacked up to meet different height requirement.Due to this prioritization scheme output
Precast lining at the top of have a locating piece, bottom is provided with positioning pit, and polylith precast lining is inserted by locating piece and positioning pit head and the tail
The entirety formed after connecing can meet the requirement of advance expenditure height, and the entirety of plug connector is also than stronger.
It is further preferred that anti-skidding rag is additionally provided with the bottom surface of described upper mould cover.Because upper mould cover is corresponding prefabricated
The bottom surface of cushion block, under the reverse mould effect of mould, the anti-skidding rag on upper mould cover bottom surface can turn over the bottom surface for being engraved in precast lining,
Non-slip texture is formed on the bottom surface of precast lining.
To sum up, the precast lining that a kind of building precast pad mould provided by the utility model is made and existing pad
Block structure is different, and these different architectural features produce the advantage that：
(1) the utility model, which is made, must obtain the cushion block slip phenomenon that precast lining has prevented armored concrete casting process；
(2) the utility model be made must obtain precast lining can polylith plug superposition, be adapted to different height advance expenditure will
Ask.
Brief description of the drawings
Fig. 1 is dimensional structure diagram of the present utility model；
Fig. 2 (a) is top view of the present utility model；
Fig. 2 (b) is the A-A of the utility model top view to sectional view；
Situation schematic diagram Fig. 3 is is stripped after the utility model use when；
Fig. 4 is the superstructure schematic diagram using precast lining made from the utility model；
Fig. 5 is the polycrystalline substance schematic diagram using precast lining made from the utility model；
Fig. 6 is the schematic diagram when being used in template using precast lining made from the utility model.
Embodiment
The technical scheme of this patent is described in more detail with reference to embodiment.
1, accompanying drawing 2 (a), accompanying drawing 2 (b) and accompanying drawing 3, a kind of building precast pad mould, including upper mould cover 2 referring to the drawings
With lower diaphragm capsule 1, described upper mould cover 2 is buckled in one closed die cavity of formation in the box mouth of lower diaphragm capsule 1；The bottom of lower diaphragm capsule 1 is set
There are the rectangle dam of 90 degree of right-angled intersections of twice, respectively No.1 rectangle dam 3 and No. two rectangle dams 5；The described He of No.1 rectangle dam 3
The lower surface of lower diaphragm capsule 1 is close on No. two rectangle dams 5, and the both ends on No.1 rectangle dam 3 and No. two rectangle dams 5 are respectively with
The box wall of diaphragm capsule 1 intersects.
Referring to the drawings 3, after prefabricated material and matched moulds are poured into building precast pad mould provided by the utility model,
A precast lining 7 can be formed in the die cavity that upper mould cover 2 of the present utility model and lower diaphragm capsule 1 are formed；Precast lining 7 is stripped
Afterwards, in the presence of the No.1 rectangle dam 3 and No. two rectangle dams 5 in lower diaphragm capsule 1, twice ten can be correspondingly formed on precast lining 7
The rectangle stopper slot that word intersects, respectively No.1 stopper slot 31 and No. two stopper slots 51.
Referring to the drawings 6, all tied up and built with reinforcing bar intersection because bar-mat reinforcement 8 is most of, so can be in reinforcing bar
Select the position of a reinforcing bar right-angled intersection to be encased inside the precast lining 7 that the utility model produces on net 8, make ten on this position
So no matter such as the reinforcing bar that word intersects is buckled into the No.1 stopper slot 31 and No. two stopper slots 51 of right-angled intersection on precast lining 7,
What vibrations is skidded, and precast lining 7 will not slip with reinforcing bar, can thoroughly solve the phenomenon of cushion block slippage.
Referring to the drawings 1, accompanying drawing 2 (a), accompanying drawing 2 (b), accompanying drawing 3 and accompanying drawing 6, No.1 rectangle dam 3 and No. two rectangle dams 5
Height is different, and the difference in height on twice rectangle dam is 4~32 millimeters, and the width on twice rectangle dam is no more than 40mm.It is such
Set can allow the utility model mould output precast lining No.1 stopper slot 31 and No. two stopper slots 51 depth not
Together.
Due to the axis of two reinforcing bars that intersects on bar-mat reinforcement 8 not at grade, if the He of No.1 stopper slot 31
If No. two depth of stopper slot 51 are consistent, all gravity presses to one in twice stopper slot by that root reinforcing bar of lowermost layer
Road, therefore, in the precast lining 7 of this preferred scheme output, the depth of No.1 stopper slot 31 and No. two stopper slots 51 is deep for one
One is shallow, and such twice rectangle stopper slot can holds up the reinforcing bar intersected on bar-mat reinforcement simultaneously.Stress point is more on precast lining 7
Uniformly, it is advantageously stable in guarantee advance expenditure.In preferred scheme, the difference in height on No.1 rectangle dam 3 and No. two rectangle dams 5 for 4~
32 millimeters, and the width on twice rectangle dam, no more than 40mm, these size ranges can cover the steel of standards all at present
Muscle specification, dam width is unsuitable excessive, larger groove width is formed when dam width is excessive, when groove width is excessive, although during 7 stress of precast lining not
Cushion block slip phenomenon can occur but easily shake.
Referring to the drawings 1, accompanying drawing 2 (a), accompanying drawing 2 (b), accompanying drawing 3, the bottom of described lower diaphragm capsule 1 is provided with groove 6, described
The bottom surface of upper mould cover 2 is provided with protruding block 4；When upper mould cover 2 is buckled on lower diaphragm capsule 1, the position of protruding block 4 faces groove 6, and
And protruding block 4 is equal with the quantity of groove 6；The shape of described protruding block 4 and the shape of groove 6 are spatially complementary.
3, accompanying drawing 4 and accompanying drawing 5 referring to the drawings, it is pre- when being poured into building precast pad mould provided by the utility model
After system material and matched moulds, a precast lining 7 can be formed in the die cavity that upper mould cover 2 of the present utility model and lower diaphragm capsule 1 are formed；In advance
The position of the top respective slot 6 of cushion block 7 processed can form a raised locating piece 61, precast lining 7 in the presence of groove 6
Bottom can on upper mould cover 2 in the presence of protruding block 4 formed a positioning pit 41；When needing different advance expenditures height in template 9
When, the polylith of precast lining 7 that this prioritization scheme is produced can be stacked up to meet different height requirement.Due to this optimization
Locating piece 61 is arranged at the top of the precast lining 7 of scheme output, and bottom is provided with positioning pit 41, and polylith precast lining 7 passes through locating piece
61 and the head and the tail grafting of positioning pit 41 after the entirety that is formed can meet the requirement of advance expenditure height, and the entirety of plug connector also compares
Firmly.
Anti-skidding rag is additionally provided with the bottom surface of upper mould cover 2.Because upper mould cover 2 is corresponding in the bottom surface of precast lining 7, in mould
Reverse mould effect under, the anti-skidding rag on the bottom surface of upper mould cover 2 can turn over the bottom surface for being engraved in precast lining 7, in the bottom surface of precast lining
Upper formation non-slip texture, the non-skid property of precast lining 7 can be strengthened.
The better embodiment of this patent is explained in detail above, but this patent is not limited to above-mentioned embodiment party
Formula, can also be on the premise of this patent objective not be departed from one skilled in the relevant art's possessed knowledge
Make a variety of changes.It is it should be appreciated that all new in this practicality using other specific embodiments of New Scheme based on this
Within the protection domain of type.
Claims (4)
1. a kind of building precast pad mould, including upper mould cover and lower diaphragm capsule, described upper mould cover are buckled in the box mouth of lower diaphragm capsule
One closed die cavity of upper formation；Characterized in that, the bottom of lower diaphragm capsule is provided with the rectangle dam of 90 degree of right-angled intersections of twice；It is described
Rectangle dam be close to lower diaphragm capsule lower surface, and box wall of the both ends on rectangle dam respectively with lower diaphragm capsule intersects.
A kind of 2. building precast pad mould according to claim 1, it is characterised in that：Described twice rectangle dam
Height is different, and the difference in height on twice rectangle dam is 4~32 millimeters, and the width on twice rectangle dam is no more than 40mm.
A kind of 3. building precast pad mould according to claim 1 or claim 2, it is characterised in that：Described
The bottom of lower diaphragm capsule is provided with groove, and the bottom surface of described upper mould cover is provided with protruding block；It is raised when upper mould cover is buckled on lower diaphragm capsule
The position of block faces groove, and the quantity of protruding block and groove is equal；The shape of described protruding block and the shape of groove
It is spatially complementary.
A kind of 4. building precast pad mould according to claim 1 or claim 2, it is characterised in that：Described
Anti-skidding rag is additionally provided with the bottom surface of upper mould cover.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720335818.8U CN206646811U (en) | 2017-03-31 | 2017-03-31 | A kind of building precast pad mould |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720335818.8U CN206646811U (en) | 2017-03-31 | 2017-03-31 | A kind of building precast pad mould |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206646811U true CN206646811U (en) | 2017-11-17 |
Family
ID=60274644
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720335818.8U Expired - Fee Related CN206646811U (en) | 2017-03-31 | 2017-03-31 | A kind of building precast pad mould |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206646811U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108544642A (en) * | 2018-05-29 | 2018-09-18 | 中铁十六局集团城市建设发展有限公司 | A kind of cross saddle mold and cross saddle |
| CN112809893A (en) * | 2021-01-20 | 2021-05-18 | 中国十七冶集团有限公司 | Forming die of cross beam prefabricated part and mounting and using method thereof |
-
2017
- 2017-03-31 CN CN201720335818.8U patent/CN206646811U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108544642A (en) * | 2018-05-29 | 2018-09-18 | 中铁十六局集团城市建设发展有限公司 | A kind of cross saddle mold and cross saddle |
| CN112809893A (en) * | 2021-01-20 | 2021-05-18 | 中国十七冶集团有限公司 | Forming die of cross beam prefabricated part and mounting and using method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20200820 Address after: 231200 Anhui Zhucheng environmental protection and energy saving building materials Co., Ltd., Jingliu Road, Huagang Town, Feixi County, Hefei City, Anhui Province Patentee after: Anhui Shiqiang environmental protection new material technology Co., Ltd Address before: 231241, Anhui County, Hefei province Feixi County town of granite Industrial Agglomeration Patentee before: ANHUI ZHUCHENG GREEN ENERGY NEW BUILDING MATERIALS Co.,Ltd. |
|
| 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: 20171117 Termination date: 20200331 |