CN107214818A - Section construction mould - Google Patents
Section construction mould Download PDFInfo
- Publication number
- CN107214818A CN107214818A CN201710607858.8A CN201710607858A CN107214818A CN 107214818 A CN107214818 A CN 107214818A CN 201710607858 A CN201710607858 A CN 201710607858A CN 107214818 A CN107214818 A CN 107214818A
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- CN
- China
- Prior art keywords
- mould
- component
- section construction
- module
- construction mould
- 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.)
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- 238000010276 construction Methods 0.000 title claims abstract description 45
- 238000009415 formwork Methods 0.000 claims abstract description 26
- 238000004519 manufacturing process Methods 0.000 abstract description 7
- 230000000712 assembly Effects 0.000 abstract description 2
- 238000000429 assembly Methods 0.000 abstract description 2
- 239000011178 precast concrete Substances 0.000 description 6
- 239000004567 concrete Substances 0.000 description 3
- 238000004080 punching Methods 0.000 description 3
- 238000005266 casting Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000012528 membrane Substances 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 238000007711 solidification Methods 0.000 description 1
- 230000008023 solidification Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 230000000007 visual effect Effects 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/0029—Moulds or moulding surfaces not covered by B28B7/0058 - B28B7/36 and B28B7/40 - B28B7/465, e.g. moulds assembled from several parts
- B28B7/0035—Moulds characterised by the way in which the sidewalls of the mould and the moulded article move with respect to each other during demoulding
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/0002—Auxiliary parts or elements of the mould
- B28B7/0014—Fastening means for mould parts, e.g. for attaching mould walls on mould tables; Mould clamps
Landscapes
- Engineering & Computer Science (AREA)
- Manufacturing & Machinery (AREA)
- Chemical & Material Sciences (AREA)
- Ceramic Engineering (AREA)
- Mechanical Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The present invention provides a kind of section construction mould, it includes die ontology, the die ontology is formed by multiple form assemblies being detachably connected, the section construction mould also includes shifting formwork component, the shifting formwork component includes the dynamic component and quiet component of removable connection, at least one described template is connected with the dynamic component, and removable relative to the quiet component with the dynamic component.Section construction mould provided in an embodiment of the present invention, by connecting shifting formwork component in template so that dismounting mould is more simple laborsaving, reduces manufacture difficulty, improves manufacture efficiency.
Description
Technical field
The present invention relates to building field, especially a kind of section construction mould.
Background technology
The characteristics of assembled architecture is that prefabricated rate is high, and many components are produced in factory, then transport project in-site installation to.
Punching block next life is commonly used because punching block has the advantages that intensity is big and alterability is strong, therefore in existing prefabricated components factory
Produce component.But the weight of punching block is big, very inconvenient during assembly and disassembly mould, mould installion is longer with the take-down time, and production efficiency is relatively low.
The content of the invention
In view of the shortcomings of the prior art, it is an object of the present invention to provide a kind of easy-to-dismount section construction mould.
In order to solve the above technical problems, the present invention provides a kind of section construction mould, it includes die ontology, the mould
Tool body is formed by multiple form assemblies being detachably connected, and the section construction mould also includes shifting formwork component, the shifting
Membrane module includes the dynamic component and quiet component of removable connection, and at least one described template is connected with the dynamic component, and with institute
State component removable relative to the quiet component.
Preferably, the dynamic component includes fixed support and the movable pulley being fixed on the fixed support, described quiet group
Part includes bearing and the guide rail on the bearing, the movable pulley and the removable cooperation of the guide rail.
Preferably, the movable pulley is roller, and circumferentially direction is provided with groove at the middle part of the movable pulley, and the guide rail is in
Triangle, the drift angle of the guide rail is embedded in the groove.
Preferably, be provided with anti-falling piece on one of described quiet component and dynamic component, the anti-falling piece with it is described quiet
Wherein another removable cooperation of component and dynamic component, and the anti-falling piece is located at the side of the movable pulley.
Preferably, the bearing includes the U-type groove of side, and the guide rail is arranged at the top of the bearing, the movement
Wheel is arranged at the support bracket fastened bottom, and the anti-falling piece is L shaped plate, and the side plate of the anti-falling piece is fixedly connected on described solid
On fixed rack, the bottom plate of the anti-falling piece is stretched into the U-type groove of the bearing, and the anti-falling piece bottom plate adjacent to described U-shaped
The upper surface of groove.
Preferably, the die ontology includes bed die, end mould and at least two side forms, the bed die, end mould and side form structure
Into the multiple template, side form described at least two is connected to the both sides of the bed die and upwardly extended, the end mould with it is described
The side connection of bed die, and be connected with one end of two side forms, at least one described side form is connected with the dynamic component.
Preferably, the die ontology includes two side forms be arrangeding in parallel, and the section construction mould includes
Shifting formwork component described at least two, each shifting formwork component includes a quiet component and two dynamic components, each
The dynamic component is connected with side form one of them described respectively, and each side form moves component from the homonymy on different shifting formwork components and connected
Connect.
Preferably, the section construction mould also includes at least one latch assembly, under matched moulds state, each described
Two dynamic components on shifting formwork component are connected locking with same latch assembly.
Preferably, the section construction mould also includes U-type groove mould, and the U-type groove mould is suspended in above the bed die,
And between at least two side form, side and the side form interval pre-determined distance, the U-type groove of the U-type groove mould
One end of mould is fixedly connected with the end mould.
Preferably, the U-type groove mould includes the first module and the second module, and first module and the second module are detachable
Connection, and be formed between first module and the second module in cavity, first module and the second module wherein extremely
A few joint face towards other in which is the inclined-plane inclined vertically relative to the bed die.
Section construction mould provided in an embodiment of the present invention, by connecting shifting formwork component in template so that dismounting mould
Tool is more simple laborsaving, reduces manufacture difficulty, improves manufacture efficiency.
Brief description of the drawings
Fig. 1 is the structural representation of section construction mould provided in an embodiment of the present invention.
Fig. 2 is the partial structural diagram of Fig. 1 section construction mould.
Fig. 3 is Fig. 1 A portions enlarged drawing.
Fig. 4 be Fig. 1 in shifting formwork component structural representation.
Fig. 5 is the top view of Fig. 1 section construction mould.
Fig. 6 is the exploded view of Fig. 1 section construction mould.
Fig. 7 is the side view of Fig. 1 section construction mould.
Fig. 8 is the B portions enlarged drawing in Fig. 7.
Fig. 9 is another visual angle exploded view of Fig. 1 section construction mould.
Figure 10 be Fig. 1 in latch assembly structural representation.
Figure 11 is the sectional view along Figure 10 line A-A.
Figure 12 be Fig. 1 in U-type groove mould structural representation.
Figure 13 is the sectional view of Figure 12 U-type groove mould.
Figure 14 is the form removal schematic diagram of Figure 12 U-type groove mould.
Figure 15 is the structural representation of the precast concrete poured with section construction mould provided in an embodiment of the present invention
Figure.
Embodiment
Technical scheme of the present invention is described in further detail with specific embodiment below in conjunction with the accompanying drawings, so that this
The technical staff in field can be better understood from the present invention and can be practiced, but illustrated embodiment is not as the limit to the present invention
It is fixed.
Referring to figs. 1 to 15, the embodiment of the present invention provides a kind of section construction mould, and the section construction mould can be used
In casting concrete prefabricated component.The section construction mould includes die ontology, and die ontology is by multiple moulds being detachably connected
Plate is combined.The section construction mould also includes shifting formwork component 2, and shifting formwork component 2 includes the dynamic component 22 of removable connection
With quiet component 21, at least one template is connected with dynamic component 22, and removable relative to quiet component 21 with dynamic component 22.This place
Refer to dynamic component 22 and the removable connection of quiet component 21, refer to that dynamic component 22 is connected with quiet component 21, and move component 22 can be relative to
Quiet component 21 is moved.Because template is connected with dynamic component 22, therefore during assembly and disassembly mould, template is set to be easier movement, mould is used
Get up more convenient.
Fig. 2 to Fig. 4 is refer to, in a preferred embodiment, dynamic component 22 includes fixed support 221 and is fixed on fixed support
Movable pulley 222 on 221, quiet component 21 includes bearing 211 and the guide rail 212 on bearing 211, and movable pulley 222 is with leading
Rail 212 is removable to be coordinated.Specifically, the substantially rectangular triangle of fixed support 221, what fixed support 221 was connected with it
Template is fixedly connected.Movable pulley 222 is installed on the right angle base of the right angled triangle.In the present embodiment, fixed branch
The lower section of frame 221 is provided with two along the spaced movable pulley 222 of the bearing of trend of guide rail 212.Movable pulley 222 and guide rail 212
Can be slidably matched or roll cooperation.In other embodiments, move component 22 and quiet component 21 can also be using cunning
The fit system connection of groove and slide rail.Or, in further embodiments, it can also be to be directly installed under template to move component 22
The movable pulley of side.In a further preferred embodiment, movable pulley 222 is roller, and circumferentially direction is set at the middle part of movable pulley 222
Fluted, guide rail 212 is triangular in shape, in the drift angle insertion groove of guide rail 212.This structure can make movable pulley 222 inclined
Moved from guide rail 212.
Fig. 4 is refer to, in another preferred embodiment, anticreep is provided with one of quiet component 21 and dynamic component 22
Part 233, wherein another removable cooperation of anti-falling piece 233 and quiet component 21 and dynamic component 22, and anti-falling piece 233 is located at movable pulley
222 side.Anti-falling piece 233 is used to prevent movable pulley 222 from from guide rail 212 departing from.In the present embodiment, anti-falling piece 233 is welded
It is connected on dynamic component 22, with the removable cooperation of quiet component 21, in further embodiments, anti-falling piece 233 can also be arranged on quiet
It may move on component 21 and with dynamic component 22 and coordinate.In a further preferred embodiment, bearing 211 includes the U-type groove of side,
Guide rail 212 is arranged at the top of bearing 211.Specifically, in the present embodiment, bearing 211 is U-shaped for substantially square side
Groove, namely as viewed from the perspective of Fig. 4, the bottom wall of U-type groove is vertically extending, its side wall is located at top, supporting guide
212, opposite side wall is then located at bottom, is supported on ground.In other embodiments, bearing 211 can also have I-beam knot
Structure, namely include the U-type groove of two sides.Movable pulley 222 is arranged at the bottom of fixed support 221, and anti-falling piece 223 is L shaped plate,
The side plate of anti-falling piece 223 is fixedly connected on fixed support 221, and is extended downwardly, and the bottom plate of anti-falling piece 223 stretches into bearing 211
U-type groove in, and anti-falling piece 223 bottom plate adjacent to the upper surface of U-type groove, namely the anti-falling piece 223 and the side U-type groove position
It is less than the anti-falling piece 223 with the side U-type groove positioned at the distance between side wall of bottom in the distance between the side wall at top.
The bottom plate of anti-falling piece 223 is engaged with the upper surface of U-type groove, when movable pulley 222 will depart from guide rail 212, and anti-falling piece 223 can be with
U-type groove is caught on, so as to prevent derailing.
Fig. 1, Fig. 2 and Fig. 5 be refer to 7, die ontology includes bed die 11, the end side form 12 of mould 13 and at least two, bed die
11st, end mould 13 and side form 12 constitute multiple template.At least two side forms 12 are connected to the both sides of bed die 11 and upwardly extended, and hold mould
13 are connected with the side of bed die 11, and are connected with one end of two side forms 12, and at least one side form 12 is connected with dynamic component 22.
In the present embodiment, die ontology includes a bed die 11, two side forms 12 and two end moulds 13.The upper surface of bed die 11 is square
Shape, two side forms 12 are connected on two long sides of bed die 11, and two end moulds 13 are connected to two of bed die 11
On short side side, and end of each end mould 13 with two side forms 12 be connected, one upper end open of composition and other five bandings are closed
Rectangular groove structure die ontology.Precast concrete is formed after the casting concrete into the rectangular channel of die ontology, solidification.
Connection between bed die 11, end mould 13 and side form 12 can be bolted.Bed die 11, end mould 13 and side form 12
To be made up of steel, therefore heavier-weight.Wherein at least one side form 12 is connected with dynamic component 22 so that when dismounting mould just
In the mobile side form 12.In the present embodiment, two side forms 12 are connected with dynamic component 22, and the shifting of its corresponding dynamic component 22
Dynamic direction is opposite.In other embodiments, die ontology can also have multiple side forms 12, for example, can be four side forms
12, each two side form 12 splices on the same side of bed die 11, one side of closed mould body.End mould 13 may also be only one
It is individual so that the one end open of die ontology is closed with other structures.
Fig. 1 is refer to, in a preferred embodiment, die ontology includes two side forms 12 be arrangeding in parallel, section construction
Mould includes at least two shifting formwork components 2, and each shifting formwork component 2 includes a quiet component 21 and two dynamic components 22, Mei Gedong
Component 22 is connected with one of side form 12 respectively, and each side form 12 moves component 22 from the homonymy on different shifting formwork components 2 and connected
Connect.In the present embodiment, section construction mould includes three shifting formwork components 2, and the end for being connected to two side forms 12 is attached
Near and centre position.Each shifting formwork component 2 has a bearing 211, a guide rail 212 and two fixed supports 221, guide rail
212 are arranged on bearing 211, and two fixed supports 221 are arranged on guide rail 212, and each lower section of fixed support 221 is provided with two
It is individual along the spaced movable pulley 222 of the bearing of trend of guide rail 212, each fixed support 221 is arranged on the outer of corresponding side form 12
Side is simultaneously fixedly connected with corresponding side form 12, and two fixed supports 221 can do the fortune of opposite direction on same guide rail 212
It is dynamic, so that two side forms 12 (matched moulds) close to each other or away from each other (point mould).Bed die 11 is arranged at the top of bearing 211.Often
It (is three in the present embodiment that the outside of individual side form 12, which is provided with along the spaced multiple dynamic components 22 of length direction of side form 12,
It is individual), this multiple dynamic component 22 belongs to different shifting formwork components 2, and side form 12 is connected with the dynamic component 22 of this multiple homonymy.
Fig. 2 is refer to, in a further preferred embodiment, section construction mould also includes at least one latch assembly
3, under matched moulds state, two dynamic components 22 on each shifting formwork component 2 are connected locking with same latch assembly 3, so that by two
Individual side form 12 is tensed, and prevents swollen mould phenomenon occur during cast concrete.Specifically, the top of latch assembly 3 and fixed support 221
Portion is detachably connected.Figure 10 and Figure 11 are refer to, latch assembly 3 is specifically as follows to pull bar, it includes the body of rod 31, two screw rods
32 and two nuts 33, two screw rods 32 are separately fixed at the two ends of the body of rod 31, two nuts 33 respectively with corresponding screw rod 32
Lock.In a further preferred embodiment, the outside of each side form 12 is additionally provided with contiguous block 122, two side forms 12
The upper end of upper corresponding contiguous block 122 is locked in matched moulds also by latch assembly 3, prevents swollen mould phenomenon.
Fig. 7 and Fig. 8 are refer to, in a preferred embodiment, bed die 11 is also locked with side form 12 by tightening piece 4.It is specific next
Say, tightening piece 4 includes tightening screw rod 42 and tightens nut 41, and bed die 11 can be fixed on by way of welding by tightening screw rod 42
Side, after bed die 11 is fitted with side form 12, side form 12 is locked with nut 41 is tightened.
Fig. 1, Fig. 6, Fig. 9 and Figure 12 be refer to Figure 14, section construction mould also includes U-type groove mould 14, U-type groove mould 14
Be suspended in the top of bed die 11, and between at least two side forms 12, the side of U-type groove mould 14 and the interval of side form 12 it is default away from
From upper surface preset height of the bottom surface away from bed die 11 of U-type groove mould 14, one end and the end mould 13 of U-type groove mould 14 can pass through spiral shell
Bolt is fixedly connected.In the present embodiment, the section construction mould includes two U-type groove moulds 14, is separately positioned on die ontology
In close to two end mould 13 position.U-type groove mould 14 is used to form U-type groove in precast concrete.In a preferred embodiment,
Bumping square 121 is also respectively formed with the inner surface of two side forms 12, for forming rank in the side of precast concrete
Terraced structure.In a further preferred embodiment, U-type groove mould 14 includes the first module 141 and the second module 142, the first module
141 and second module 142 be detachably connected, and be formed with cavity 144 between the first module 141 and the second module 142.It is specific next
Say, together with the first module 141 can be bolted with the second module 142, the first module 141 and the second module 142 are spelled
A rectangular block with cavity 144 is connected into, cavity 144 is through the upper surface of the rectangular block and one side.The He of first module 141
The joint face 143 of wherein at least one towards other in which in second module 142 is the vertical direction relative to bed die 11
Inclined inclined-plane.This structure can be more prone to form removal, specifically, when tearing U-type groove mould 14 open, first remove the first mould of connection
The bolt of the module 142 of block 141 and second, then moves up dismounting, then remove the second module 142 by the first module 141.At this
In embodiment, the first module 141 and the second module 142 are directly contacted, and both joint faces are inclined-plane.In other implementations,
Wedge can also be clamped between first module 141 and the second module 142 so that the first module 141 and/or the second module 142
Joint face 143 be relative to bed die 11 inclined-plane inclined vertically.
Figure 15 is the precast concrete 6 poured with the section construction mould of the present invention, and the precast concrete 6 is substantially
For cuboid, it includes body 61, and two long edge positions of the upper surface of body 61 are respectively formed with ladder 62, from the upper table of body 61
U-type groove 63 is respectively formed with two short sides in face downwards, wherein ladder 62 is formed by above-mentioned bumping square 121, U-type groove 63
Then formed by U-type groove mould 14.
Section construction mould provided in an embodiment of the present invention, by connecting shifting formwork component in template so that dismounting mould
Tool is more simple laborsaving, reduces manufacture difficulty, improves manufacture efficiency.
The preferred embodiments of the present invention are the foregoing is only, are not intended to limit the scope of the invention, it is every to utilize
Equivalent structure or equivalent flow conversion that description of the invention and accompanying drawing content are made, or directly or indirectly it is used in other correlations
Technical field, be included within the scope of the present invention.
Claims (10)
1. a kind of section construction mould, it includes die ontology, and the die ontology is by multiple template groups being detachably connected
Conjunction is formed, it is characterised in that the section construction mould also includes shifting formwork component, and the shifting formwork component includes removable connection
Dynamic component and quiet component, at least one described template is connected with the dynamic component, and quiet relative to described with the dynamic component
Component may move.
2. section construction mould as claimed in claim 1, it is characterised in that the dynamic component includes fixed support and fixation
Movable pulley on the fixed support, the quiet component includes bearing and the guide rail on the bearing, the movement
Wheel and the removable cooperation of the guide rail.
3. section construction mould as claimed in claim 2, it is characterised in that the movable pulley is roller, the movable pulley
Circumferentially direction is provided with groove at middle part, the guide rail is triangular in shape, and the drift angle of the guide rail is embedded in the groove.
4. section construction mould as claimed in claim 2, it is characterised in that one of described quiet component and dynamic component
On be provided with anti-falling piece, the anti-falling piece and the quiet component and dynamic component it is wherein another it is removable coordinate, and the anticreep
Part is located at the side of the movable pulley.
5. section construction mould as claimed in claim 4, it is characterised in that the bearing includes the U-type groove of side, described
Guide rail is arranged at the top of the bearing, and the movable pulley is arranged at the support bracket fastened bottom, and the anti-falling piece is L-shaped
Plate, the side plate of the anti-falling piece is fixedly connected on the fixed support, and the bottom plate of the anti-falling piece stretches into the U-shaped of the bearing
In groove, and the anti-falling piece bottom plate adjacent to the upper surface of the U-type groove.
6. the section construction mould as described in any one of claim 1 to 5, it is characterised in that the die ontology includes bottom
Mould, end mould and at least two side forms, the bed die, end mould and side form constitute the multiple template, and side form described at least two connects
Be connected on the both sides of the bed die and upwardly extend, the end mould is connected with the side of the bed die, and with two side forms
One end is connected, and at least one described side form is connected with the dynamic component.
7. section construction mould as claimed in claim 6, it is characterised in that the die ontology be arranged in parallel including two
The side form, the section construction mould includes shifting formwork component described at least two, and each shifting formwork component includes one
The individual quiet component and two dynamic components, each dynamic component are connected with side form one of them described respectively, and each
Side form moves component connection from the homonymy on different shifting formwork components.
8. section construction mould as claimed in claim 7, it is characterised in that the section construction mould is also included at least
One latch assembly, under matched moulds state, two dynamic components on each shifting formwork component connect with same latch assembly
Connect locking.
9. section construction mould as claimed in claim 6, it is characterised in that the section construction mould also includes U-shaped
Channel mould, the U-type groove mould is suspended in above the bed die, and between at least two side form, the side of the U-type groove mould
Side and side form interval pre-determined distance, one end of the U-type groove mould is fixedly connected with the end mould.
10. section construction mould as claimed in claim 9, it is characterised in that the U-type groove mould includes the first module and the
Two modules, first module and the second module are detachably connected, and are formed between first module and the second module free
The joint face of wherein at least one towards other in which in chamber, first module and the second module is relative to the bottom
The inclined-plane inclined vertically of mould.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710607858.8A CN107214818A (en) | 2017-07-24 | 2017-07-24 | Section construction mould |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710607858.8A CN107214818A (en) | 2017-07-24 | 2017-07-24 | Section construction mould |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107214818A true CN107214818A (en) | 2017-09-29 |
Family
ID=59953700
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710607858.8A Pending CN107214818A (en) | 2017-07-24 | 2017-07-24 | Section construction mould |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107214818A (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108297254A (en) * | 2018-02-02 | 2018-07-20 | 北京天杉高科风电科技有限责任公司 | Mold and its processing method for holding mode structure and concrete segment |
| CN108772941A (en) * | 2018-06-06 | 2018-11-09 | 北京天杉高科风电科技有限责任公司 | Mold and its processing method for holding mold device and concrete component |
| CN109397490A (en) * | 2018-11-29 | 2019-03-01 | 武汉市欣山新材料科技有限公司 | A kind of prefabricated firewall wallboard mould |
| CN109849161A (en) * | 2019-01-31 | 2019-06-07 | 长沙远大住宅工业集团股份有限公司 | A kind of groove forming frock and molding die component for prefabricated components |
| CN110394884A (en) * | 2019-08-20 | 2019-11-01 | 湘潭远大住宅工业有限公司 | A kind of prefabricated post adjustable mold and prefabricated column production method |
| CN110485299A (en) * | 2018-05-31 | 2019-11-22 | 杭州萧宏建设环境集团有限公司 | A kind of concrete box beam forms mortar leakage prevention device |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB959431A (en) * | 1961-11-14 | 1964-06-03 | Coignet Construct Edmond | Improvements in or relating to building units |
| CN201179688Y (en) * | 2007-12-13 | 2009-01-14 | 中国中铁股份有限公司 | Longitudinal link type frame pre-stress rail plate mould |
| FR3016138A1 (en) * | 2014-01-07 | 2015-07-10 | Sateco Sa | PREFABRICATING MOLD OF A BUILDING ELEMENT COMPRISING SYNCHRONIZED CONTROL MEANS |
| CN104772815A (en) * | 2015-04-21 | 2015-07-15 | 中民筑友有限公司 | Production die for prefabricated part |
| CN204640450U (en) * | 2015-03-31 | 2015-09-16 | 中铁十一局集团第一工程有限公司 | A kind of assembling-type precast box girder integral moving die plate |
| CN205086151U (en) * | 2015-09-17 | 2016-03-16 | 长沙远大住宅工业集团有限公司 | Vertical beam mold |
| CN207172349U (en) * | 2017-07-24 | 2018-04-03 | 维拓客科技（深圳）有限公司 | Section construction mould |
-
2017
- 2017-07-24 CN CN201710607858.8A patent/CN107214818A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB959431A (en) * | 1961-11-14 | 1964-06-03 | Coignet Construct Edmond | Improvements in or relating to building units |
| CN201179688Y (en) * | 2007-12-13 | 2009-01-14 | 中国中铁股份有限公司 | Longitudinal link type frame pre-stress rail plate mould |
| FR3016138A1 (en) * | 2014-01-07 | 2015-07-10 | Sateco Sa | PREFABRICATING MOLD OF A BUILDING ELEMENT COMPRISING SYNCHRONIZED CONTROL MEANS |
| CN204640450U (en) * | 2015-03-31 | 2015-09-16 | 中铁十一局集团第一工程有限公司 | A kind of assembling-type precast box girder integral moving die plate |
| CN104772815A (en) * | 2015-04-21 | 2015-07-15 | 中民筑友有限公司 | Production die for prefabricated part |
| CN205086151U (en) * | 2015-09-17 | 2016-03-16 | 长沙远大住宅工业集团有限公司 | Vertical beam mold |
| CN207172349U (en) * | 2017-07-24 | 2018-04-03 | 维拓客科技（深圳）有限公司 | Section construction mould |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108297254A (en) * | 2018-02-02 | 2018-07-20 | 北京天杉高科风电科技有限责任公司 | Mold and its processing method for holding mode structure and concrete segment |
| CN110485299A (en) * | 2018-05-31 | 2019-11-22 | 杭州萧宏建设环境集团有限公司 | A kind of concrete box beam forms mortar leakage prevention device |
| CN110485299B (en) * | 2018-05-31 | 2020-12-11 | 杭州萧宏建设环境集团有限公司 | Concrete box girder template slurry leakage prevention device |
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Application publication date: 20170929 |