CN206233437U - The cassette ceiling formed using core float Structure - Google Patents
The cassette ceiling formed using core float Structure Download PDFInfo
- Publication number
- CN206233437U CN206233437U CN201621262351.0U CN201621262351U CN206233437U CN 206233437 U CN206233437 U CN 206233437U CN 201621262351 U CN201621262351 U CN 201621262351U CN 206233437 U CN206233437 U CN 206233437U
- Authority
- CN
- China
- Prior art keywords
- core
- stratum reticulare
- float structure
- cassette ceiling
- drawknot
- Prior art date
- 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
- 238000009415 formwork Methods 0.000 claims abstract description 31
- 238000005266 casting Methods 0.000 claims abstract description 15
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 66
- 229910052742 iron Inorganic materials 0.000 claims description 33
- 230000002787 reinforcement Effects 0.000 claims description 18
- 238000004804 winding Methods 0.000 claims description 8
- 239000007787 solid Substances 0.000 claims description 4
- 238000007667 floating Methods 0.000 abstract description 27
- 238000010276 construction Methods 0.000 abstract description 12
- 230000000694 effects Effects 0.000 abstract description 10
- 230000003014 reinforcing effect Effects 0.000 abstract description 9
- 239000004567 concrete Substances 0.000 description 13
- 229910000831 Steel Inorganic materials 0.000 description 12
- 239000010959 steel Substances 0.000 description 12
- 239000002344 surface layer Substances 0.000 description 6
- 210000003205 muscle Anatomy 0.000 description 5
- 239000010410 layer Substances 0.000 description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 4
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 2
- 238000009435 building construction Methods 0.000 description 2
- 230000015271 coagulation Effects 0.000 description 2
- 238000005345 coagulation Methods 0.000 description 2
- 230000006835 compression Effects 0.000 description 2
- 238000007906 compression Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 239000002023 wood Substances 0.000 description 2
- BPQQTUXANYXVAA-UHFFFAOYSA-N Orthosilicate Chemical compound [O-][Si]([O-])([O-])[O-] BPQQTUXANYXVAA-UHFFFAOYSA-N 0.000 description 1
- 229920002472 Starch Polymers 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 238000007596 consolidation process Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 230000009977 dual effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 229920002521 macromolecule Polymers 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 229920000642 polymer Polymers 0.000 description 1
- 239000011241 protective layer Substances 0.000 description 1
- 238000005086 pumping Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 125000006850 spacer group Chemical group 0.000 description 1
- 235000019698 starch Nutrition 0.000 description 1
- 239000008107 starch Substances 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
Abstract
The utility model is related to the cassette ceiling that a kind of utilization core float Structure is formed, including：The formwork system of floor, is formed with the casting space for pouring build floor in formwork system；In the multiple cores of multirow, multiple row interval in casting space；Gag lever post, in row or in the elongated upper surface located at multiple cores of row；And first tension member, located at the side of core and the bottom of drawknot connection gag lever post and formwork system.The utility model mould float Structure takes full advantage of reinforcing bar of the section rigidity of gag lever post with intensity more than the anti-floating of small dimension, and anti-floating effect is good.Gag lever post is larger with the contact area of core, the pressure that core is subject to is smaller, so as to not allow easy damaged core, the core in concreting can be effectively prevented to be subject to impact force action to produce skew or floating off normal, and then make core ensure to be basically unchanged apart from the distance of top and bottom in formwork system, improve cassette ceiling construction quality.
Description
Technical field
The utility model is related to the realm of building construction, the cassette ceiling that espespecially a kind of utilization core float Structure is formed.
Background technology
At present in the realm of building construction, a large amount of engineerings employ this construction skill of light filling macromolecule core in floor
Art, forms cast-in-situ hollow floor plate.But core can bear larger buoyancy during concreting, be brought inconvenience to construction.Tradition is done
Method is to be reliably connected the Anti-floating reinforcing steel bar of core upper and lower and plate bottom muscle with iron wire with falsework, but in the method, top
Anti-floating reinforcing steel bar can be close to core, so core compressive strain can easily be damaged into core, and anti-floating effect is undesirable.
Utility model content
The purpose of this utility model is the defect for overcoming prior art, there is provided what a kind of utilization core float Structure was formed
Cassette ceiling, solves the problems, such as that prior art core mould is susceptible to damage and anti-floating effect is undesirable.
Realizing the technical scheme of above-mentioned purpose is：
The utility model provides the cassette ceiling that a kind of utilization core float Structure is formed, including：
The formwork system of floor, is formed with the casting space for pouring build floor in the formwork system；
In the multiple cores of multirow, multiple row interval in the casting space；
Gag lever post, in row or in the elongated upper surface located at the multiple core of row；And
First tension member, located at the side of the core and the bottom of the drawknot connection gag lever post and the formwork system
Portion.
The beneficial effect of the cassette ceiling that the utility model is formed using core float Structure：
The utility model is formed with using the cassette ceiling that core float Structure is formed by the formwork system of floor
Casting space for pouring build floor, multiple cores is located in the casting space in multirow, multiple row interval, in the upper table of core
In row or in elongated setting gag lever post is arranged, using the first tension member located at the side of the core, drawknot connects the limit in face
The bottom of position bar and the formwork system, so as to the bottom of core and formwork system be reliably connected, forms tension and compression convolution
The cassette ceiling formed using core float Structure.The utility model mould float Structure takes full advantage of the section rigidity of gag lever post
Reinforcing bar with intensity more than the anti-floating of small dimension, anti-floating effect is good.Gag lever post is larger with the contact area of core, and core is subject to
Pressure it is smaller, so as to not allow easy damaged core.Core by the gag lever post positioned at core side and the spacing fixation of the first tension member,
So as to effectively prevent the core in concreting to be subject to impact force action to produce skew or floating off normal, that is, reduce core
The floating phenomenon such as floating, sidesway, torsion, and then core is ensured substantially not apart from the distance of top and bottom in formwork system
Become, improve cassette ceiling construction quality, to ensure that the cassette ceiling for pouring meets the structural requirement of design.
The utility model using core float Structure formed it is cassette ceiling further improvement is that, the formwork system
Including：
Upper reinforcement stratum reticulare；
Lower rebar stratum reticulare；And
Second tension member, drawknot connection the upper reinforcement stratum reticulare and the lower rebar stratum reticulare.
The utility model using core float Structure formed it is cassette ceiling further improvement is that, first drawknot
Part drawknot connects the gag lever post and the lower rebar stratum reticulare.
The utility model using core float Structure formed it is cassette ceiling further improvement is that, the lower rebar
The bottom of stratum reticulare is provided with base plate, and the support frame for being supported in the bottom base plate.
The utility model using core float Structure formed it is cassette ceiling further improvement is that, also including wearing
State the 3rd tension member that base plate, drawknot connect the lower rebar stratum reticulare and support frame as described above.
The utility model using core float Structure formed it is cassette ceiling further improvement is that, the gag lever post
End is stretched on the side of the core, forms fixing end, and first tension member is the first iron wire, the first iron wire winding
Fixed in the fixing end and the lower rebar stratum reticulare, and colligation.
The utility model using core float Structure formed it is cassette ceiling further improvement is that, second drawknot
Part is solid the second iron wire, upper reinforcement stratum reticulare and the lower rebar stratum reticulare described in the second iron wire winding drawknot, and colligation
It is fixed.
The utility model using core float Structure formed it is cassette ceiling further improvement is that, the 3rd drawknot
Part is the 3rd iron wire, and the base plate is provided with through hole, and the 3rd iron wire wears the through hole, lower rebar described in winding drawknot
Stratum reticulare and support frame as described above, and colligation fixes.
The utility model using core float Structure formed it is cassette ceiling further improvement is that, the core bottom
Cushion block is provided with and the lower rebar stratum reticulare between.
Brief description of the drawings
Fig. 1 is the side view of the cassette ceiling that the utility model is formed using core float Structure.
Specific embodiment
The utility model is described in further detail with specific embodiment below in conjunction with the accompanying drawings.
Refering to Fig. 1, it is shown that the side view of the cassette ceiling that the utility model is formed using core float Structure.Such as Fig. 1
Shown, the utility model is included using the cassette ceiling that core float Structure is formed：It is the formwork system 1 of floor, core 2, spacing
The casting space for pouring build floor is formed with the tension member 4 of bar 3 and first, wherein formwork system 1, core 2 is in multirow, multiple row
In casting space, gag lever post 3 is in row or in the elongated upper surface located at multiple cores 2 of row at interval.First tension member 4 sets
In the side of core 2 and the bottom of drawknot connection gag lever post 3 and formwork system 1.The utility model mould float Structure makes full use of
Reinforcing bar of the section rigidity of gag lever post with intensity more than the anti-floating of small dimension, anti-floating effect is good.Gag lever post connects with core
Contacting surface product is larger, and the pressure that core is subject to is smaller, so as to not allow easy damaged core.Core by the gag lever post positioned at core side and
The spacing fixation of first tension member such that it is able to effectively prevent in concreting core be subject to impact force action produce skew or
Floating off normal, that is, reduce the floating phenomenons such as floating, sidesway, the torsion of core, and then make core distance in formwork system upper and lower
The distance in face ensures to be basically unchanged, and improves cassette ceiling construction quality, to ensure that the cassette ceiling for pouring meets the structure of design
It is required that.
As shown in figure 1, including being formed with the casting space for pouring build floor in the formwork system 1 of floor, formwork system 1 is wrapped
Include：Upper reinforcement stratum reticulare 10, the tension member 12 of lower rebar stratum reticulare 11 and second, wherein the drawknot of the second tension member 12 connection upper steel
Rib net layer 10 and lower rebar stratum reticulare 11, so as to form a formwork system 1 for being not easy to fall apart.
In the present embodiment, upper reinforcement stratum reticulare 10 and lower rebar stratum reticulare 11 are using transverse steel and longitudinal reinforcement
Square crossing connection and mutually the bar construction skeleton of colligation, it is convenient follow-up in upper reinforcement stratum reticulare 10 and lower rebar
Casting concrete in the formwork system 1 that stratum reticulare 11 is formed, forms the floor of reinforced concrete structure.
Second tension member 12 is the second iron wire, the second iron wire winding drawknot upper reinforcement stratum reticulare 10 and lower rebar stratum reticulare
11, the mutual colligation in two ends of the second iron wire is fixed.Upper reinforcement stratum reticulare 10 and lower rebar stratum reticulare 11 use multiple second iron
Silk drawknot fix, the second iron wire every a certain distance set, during specifically according to practice of construction the need for depending on.
Formwork system 1 is provided on base plate 5, and the bottom of base plate 5 has installed support frame 6, so as to formed pour coagulation
The whole device of soil structure.In order to formwork system 1 and base plate 5 and support frame 6 are fixed together, using the 3rd tension member 7
Wear base plate 5, drawknot connection lower rebar stratum reticulare 11 and support frame 6 so that overall structure compare it is firm, it is not easy to go out
The problems such as now loosening, it is ensured that the pouring quality of floor.
3rd tension member 7 is the 3rd iron wire, and base plate 5 is provided with through hole, and the 3rd iron wire wears through hole, winding drawknot bottom steel
Rib net layer 11 and support frame 6, the mutual colligation in two ends of the 3rd iron wire are fixed.Specifically, on base plate 5 with lower rebar stratum reticulare 11
Reinforcing bar intersect corresponding place, a pair of through holes are made a call to plum blossom-shaped, the 3rd iron wire will be sent down and bottom by through hole
Support frame 6 is reliably connected, so as to lower rebar stratum reticulare 11 and base plate 5, the drawknot of support frame 6 be linked together.
Further, cushion block 8, lower rebar stratum reticulare 11 and core are provided between the bottom of core 2 and lower rebar stratum reticulare 11
Mould 2 is not directly contacted with, it is to avoid damage core 2.In the present embodiment, cushion block 8 is block structure 15mm that concrete is made high.
It is hollow structure floor to be poured present floor more, quality requirement when convenient transport, construction.In formwork system
Core 2 is set in 1, you can reserve the space of not casting concrete, hollow floor is formed.In the present embodiment, core 2 is in more
Row, multiple row are disposed in formwork system 1.Because core 2 is light-weight high-polymer core, in concreting, core can hold
By larger buoyancy, situations such as be susceptible to displacement, so as to influence the construction quality of floor.
In row or in the elongated setting gag lever post 3 of row on core 2, and the He of gag lever post 3 is connected with the drawknot of the first tension member 4
Lower rebar stratum reticulare 11, by setting gag lever post 3 on core 2, the contact area between gag lever post 3 and core 2 is big, core 2
The pressure being subject to is smaller, and core 2 is abutted directly on so as to avoid upper reinforcement stratum reticulare 10, easy damaged core 2, the deformation for causing,
The undesirable problem of anti-floating effect.The section rigidity and intensity for taking full advantage of gag lever post 3 simultaneously are more than small dimension anti-floating steel
Muscle, anti-floating effect is good.And core 2 can effectively prevent coagulation by the spacing fixation of 3 and first tension member of gag lever post 4 at edge
Core 2 is impacted or floating off normal when soil is poured, it is ensured that the pouring quality of floor.
The end of gag lever post 3 is stretched on the side of core 2, forms fixing end.In the present embodiment, the use side of gag lever post 3
Steel pipe, square steel tube is horizontally installed on multiple cores 2, and the end of square steel tube is stretched on core 2.First tension member 4 is first
Iron wire, the first iron wire is set around fixing end and lower rebar stratum reticulare 11, and the two ends of the first iron wire are fixed by mutual colligation.
The construction method of the cassette ceiling for being formed using core float Structure to the utility model below is explained：
S1：Core arrangement in-depth
According to structural drawings to core arrangement deepen, as far as possible using standard size core (500mm × 500mm ×
300mm), small-sized core is locally used in regions such as edge, negative and positive angles.During thickness of slab >=300mm, core volume accounts for floor volume ratio
No more than 50%, not less than 40%, during thickness of slab ＜ 300mm, core volume accounts for floor volume ratio not less than 35%.Core is arranged
When, core, not less than 0.2h (h is hollow plate thickness), avoids post-cast strip region away from beam back gauge.
S2：Core makes
Core uses solid light material, and every cube of weight is no more than 15kg；Core chamfering 3 is easy to concrete stream to 6cm
Enter bottom.Core is solid, not fear of throwing, is not afraid of and steps on, and less with concrete is worried into internal, is easy to site operation.The suction of core
Water rate is low, it is ensured that the upper and lower edge of a wing concrete aquation of floor and maintenance.The centre of core opens up 100mm × 100mm and vibrates mouth, is easy to bottom
Portion's concrete vibrating is closely knit, reduces buoyancy suffered by core.
S3：Base plate and support frame are installed and reinforcing bar colligation
Base plate and support frame are installed, dark beam steel is tied up afterwards, then tie up plate bottom muscle, while flowing water ties up small rib reinforcement, it is same with this
When, core erector is separated by 40 cms on base plate, beats a pair of apertures of a diameter of 4mm on base plate with plum blossom-shaped, separately
Iron wire is inserted holes by one erector, and colligation is fixed under iron wire is sent to base plate.
S4：Laying hydroelectric line
Hydroelectric line is laid in the bottom of core as far as possible, can also be walked in core spacing.Need to such as be passed through on core top,
Then workman can lay kerf at the scene.
During such as numerous reserved pipeline infalls, the core of interchangeable 20mm~30mm smaller than original thickness, to ensure pipeline
It is smooth to pass through.
Main inlet pipe should try one's best and be arranged along beam side.
After the laying of water power pipe terminates, 15mm spacers high are laid on lower rebar surface layer.
S5：The lay of core, fixation
The laying of core can successively lay by row according to core layout drawing from the lateral opposite side of post net one, while adjusting core
The spacing of other direction.
Each core is placed above two elongated 15mm × 15mm × 0.5mm square steel tubes, and square steel should be with the bottom of plate face muscle
Reinforcing bar keeps vertical, and square steel tube has the effect of protective layer cushion block simultaneously, is finally close in each core edge iron wire dual cuff
Core makes it tense with square steel tube to tie through plate bottom muscle, carries out that space is spacing to core, takes into account anti-floating and the spacing work of plane
With.
S6：The colligation of upper reinforcement stratum reticulare and lower rebar stratum reticulare
A drawknot node is respectively selected in each side rib of core two, portion's reinforcing bar stratum reticulare and lower rebar stratum reticulare iron wire drawknot
It is fixed.
S7：Concreting
Fixed reinforcing iron wire under template, iron wire is gone to try one's best and fastened with scaffold or the lumps of wood before pouring, such as reinforcement point iron wire
With scaffold or the lumps of wood away from too far away, influence consolidation effect will be fastened with template at least, reinforce iron wire can not twist get Tai Song and
It is too tight.
Pipe, charge car, hopper of pumping concrete etc. are padded on core or on bar-mat reinforcement with plank.
Cored slab region concrete pours the preferably riblet region that first pours between adjacent core, then spreads out and puts on concrete with a direction
Surface layer, should not make multiple spot enclosing type and pour along girt strip.
Symmetrically poured along core both sides when pouring, it is to avoid core both sides discontinuity off normal.
For the cored slab thick more than 300mm, cast concrete answers placement layer by layer, to reduce buoyancy of the concrete to core, protects
Card construction quality.
Concrete slump is not preferably less than 150mm, and stone maximum particle diameter must not exceed 31.5mm, and cement is preferably normal silicate water
Mud.Vibrate and used cooperatively using a diameter of 50mm vibrating spears and laser leveling instrument, turned over upwards with core center hole of vibrating when vibrating
Starch and bubble disappears and is advisable substantially.
After plate vibrator puddling reality, using laser leveling instrument it is levelling when, it is proposed that laser leveling instrument is placed on girder.
Cassette ceiling that the utility model is formed using core float Structure has the beneficial effect that：
The utility model is formed with using the cassette ceiling that core float Structure is formed by the formwork system of floor
Casting space for pouring build floor, multiple cores are located in casting space in multirow, multiple row interval, are in the upper surface of core
Go or in elongated setting gag lever post is arranged, connect lower rebar surface layer and support frame using the 3rd tension member, then use the first drawknot
Part connects the lower rebar surface layer of gag lever post and formwork system located at the side of core, drawknot, is finally connected with the second tension member
Upper reinforcement surface layer and lower rebar surface layer form the cassette ceiling that the utilization core float Structure of tension and compression convolution is formed.This reality
Reinforcing bar of the section rigidity of gag lever post with intensity more than the anti-floating of small dimension, anti-floating are taken full advantage of with New-type mould float Structure
Effect is good.Gag lever post is larger with the contact area of core, and the pressure that core is subject to is smaller, so as to not allow easy damaged core.Core
By the gag lever post positioned at core side and the spacing fixation of the first tension member such that it is able to effectively prevent the core in concreting
Skew or floating off normal are produced by impact force action, that is, reduces the floating phenomenons such as floating, sidesway, the torsion of core, and then make
Core ensures to be basically unchanged in formwork system apart from the distance of top and bottom, cassette ceiling construction quality is improved, to ensure to pour
Cassette ceiling meet the structural requirement of design.
The utility model is described in detail above in association with accompanying drawing embodiment, those skilled in the art can root
Many variations example is made to the utility model according to described above.Thus, some of embodiment details should not be constituted to this practicality
New restriction, the scope that the utility model will be defined using appended claims is used as protection domain of the present utility model.
Claims (9)
1. the cassette ceiling that a kind of utilization core float Structure is formed, it is characterised in that including：
The formwork system of floor, is formed with the casting space for pouring build floor in the formwork system；
In the multiple cores of multirow, multiple row interval in the casting space；
Gag lever post, in row or in the elongated upper surface located at the multiple core of row；And
First tension member, located at the side of the core and the bottom of the drawknot connection gag lever post and the formwork system.
2. the cassette ceiling for being formed using core float Structure as claimed in claim 1, it is characterised in that the formwork system
Including：
Upper reinforcement stratum reticulare；
Lower rebar stratum reticulare；And
Second tension member, drawknot connection the upper reinforcement stratum reticulare and the lower rebar stratum reticulare.
3. the cassette ceiling for being formed using core float Structure as claimed in claim 2, it is characterised in that first drawknot
Part drawknot connects the gag lever post and the lower rebar stratum reticulare.
4. the cassette ceiling for being formed using core float Structure as claimed in claim 2, it is characterised in that the lower rebar
The bottom of stratum reticulare is provided with base plate, and the support frame for being supported in the bottom base plate.
5. the cassette ceiling for being formed using core float Structure as claimed in claim 4, it is characterised in that also including wearing
State the 3rd tension member that base plate, drawknot connect the lower rebar stratum reticulare and support frame as described above.
6. the cassette ceiling for being formed using core float Structure as claimed in claim 2, it is characterised in that the gag lever post
End is stretched on the side of the core, forms fixing end, and first tension member is the first iron wire, the first iron wire winding
Fixed in the fixing end and the lower rebar stratum reticulare, and colligation.
7. the cassette ceiling for being formed using core float Structure as claimed in claim 2, it is characterised in that second drawknot
Part is solid the second iron wire, upper reinforcement stratum reticulare and the lower rebar stratum reticulare described in the second iron wire winding drawknot, and colligation
It is fixed.
8. the cassette ceiling for being formed using core float Structure as claimed in claim 5, it is characterised in that the 3rd drawknot
Part is the 3rd iron wire, and the base plate is provided with through hole, and the 3rd iron wire wears the through hole, lower rebar described in winding drawknot
Stratum reticulare and support frame as described above, and colligation fixes.
9. the cassette ceiling for being formed using core float Structure as claimed in claim 2, it is characterised in that the core bottom
Cushion block is provided with and the lower rebar stratum reticulare between.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621262351.0U CN206233437U (en) | 2016-11-24 | 2016-11-24 | The cassette ceiling formed using core float Structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621262351.0U CN206233437U (en) | 2016-11-24 | 2016-11-24 | The cassette ceiling formed using core float Structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206233437U true CN206233437U (en) | 2017-06-09 |
Family
ID=58979623
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621262351.0U Expired - Fee Related CN206233437U (en) | 2016-11-24 | 2016-11-24 | The cassette ceiling formed using core float Structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206233437U (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107083817A (en) * | 2017-06-20 | 2017-08-22 | 中国华西企业有限公司 | A kind of cast-in-place concrete bamboo core floor construction and its construction technology |
| CN107227815A (en) * | 2017-07-21 | 2017-10-03 | 中国五冶集团有限公司 | A kind of honeycomb core assembly |
| CN107587637A (en) * | 2017-08-22 | 2018-01-16 | 广州协安建设工程有限公司 | The box internal model hollow floor of air-entrained concrete building block and its construction method |
| CN108179833A (en) * | 2018-01-11 | 2018-06-19 | 王泽颖 | A kind of hollow floor casting method based on tube filler |
| CN112692986A (en) * | 2021-01-14 | 2021-04-23 | 宝业西伟德混凝土预制件（合肥）有限公司 | Method for preventing filler material in light partition board from floating upwards |
| CN114508195A (en) * | 2022-03-31 | 2022-05-17 | 中冶建工集团有限公司 | Inflatable core mould supporting structure convenient to disassemble and assemble |
| CN114517555A (en) * | 2022-03-31 | 2022-05-20 | 中冶建工集团有限公司 | Support method of low-deviation inflatable core mold |
| CN114568418A (en) * | 2022-02-16 | 2022-06-03 | 海南思沃家电子商务有限公司 | Agricultural impurity removal system |
| CN114775878A (en) * | 2022-03-31 | 2022-07-22 | 中冶建工集团有限公司 | Support structure for inflatable core mold |
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2016
- 2016-11-24 CN CN201621262351.0U patent/CN206233437U/en not_active Expired - Fee Related
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107083817A (en) * | 2017-06-20 | 2017-08-22 | 中国华西企业有限公司 | A kind of cast-in-place concrete bamboo core floor construction and its construction technology |
| CN107227815A (en) * | 2017-07-21 | 2017-10-03 | 中国五冶集团有限公司 | A kind of honeycomb core assembly |
| CN107227815B (en) * | 2017-07-21 | 2019-04-23 | 中国五冶集团有限公司 | A kind of honeycomb core assembly |
| CN107587637A (en) * | 2017-08-22 | 2018-01-16 | 广州协安建设工程有限公司 | The box internal model hollow floor of air-entrained concrete building block and its construction method |
| CN108179833A (en) * | 2018-01-11 | 2018-06-19 | 王泽颖 | A kind of hollow floor casting method based on tube filler |
| CN112692986A (en) * | 2021-01-14 | 2021-04-23 | 宝业西伟德混凝土预制件（合肥）有限公司 | Method for preventing filler material in light partition board from floating upwards |
| CN114568418A (en) * | 2022-02-16 | 2022-06-03 | 海南思沃家电子商务有限公司 | Agricultural impurity removal system |
| CN114508195A (en) * | 2022-03-31 | 2022-05-17 | 中冶建工集团有限公司 | Inflatable core mould supporting structure convenient to disassemble and assemble |
| CN114517555A (en) * | 2022-03-31 | 2022-05-20 | 中冶建工集团有限公司 | Support method of low-deviation inflatable core mold |
| CN114775878A (en) * | 2022-03-31 | 2022-07-22 | 中冶建工集团有限公司 | Support structure for inflatable core mold |
| CN114775878B (en) * | 2022-03-31 | 2023-10-13 | 中冶建工集团有限公司 | Support structure for inflatable core mould |
| CN114517555B (en) * | 2022-03-31 | 2023-10-17 | 中冶建工集团有限公司 | Supporting method of low-deviation type inflatable core mould |
| CN114508195B (en) * | 2022-03-31 | 2023-11-07 | 中冶建工集团有限公司 | Inflatable core mould supporting structure convenient to disassemble and assemble |
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