CN110328743A - A kind of precast beam end installation mold and its construction method - Google Patents
A kind of precast beam end installation mold and its construction method Download PDFInfo
- Publication number
- CN110328743A CN110328743A CN201910713673.4A CN201910713673A CN110328743A CN 110328743 A CN110328743 A CN 110328743A CN 201910713673 A CN201910713673 A CN 201910713673A CN 110328743 A CN110328743 A CN 110328743A
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- Prior art keywords
- gusset
- template
- side template
- precast beam
- installation mold
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Classifications
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- 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
-
- 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
-
- 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
- B28B7/26—Assemblies of separate moulds, i.e. of moulds or moulding space units, each forming a complete mould or moulding space unit independently from each other
- B28B7/266—Assemblies of separate moulds, i.e. of moulds or moulding space units, each forming a complete mould or moulding space unit independently from each other for making oblong objects, e.g. girders
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- Engineering & Computer Science (AREA)
- Manufacturing & Machinery (AREA)
- Chemical & Material Sciences (AREA)
- Ceramic Engineering (AREA)
- Mechanical Engineering (AREA)
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
Abstract
The invention discloses a kind of precast beam end installation mold and its construction methods, belong to building field, precast beam end installation mold, two go out the both ends that muscle Side Template is separately fixed at lower template, the side wall that the both ends of side template go out muscle Side Template with two respectively is fixedly connected, it is fixedly connected between the upper end of two side templates by multiple connectors, above the card slot end of gusset and the card convex end of lower gusset out are mutually clamped out, and U-type groove fits with upper gusset out.Correspondingly, the invention also discloses the construction methods for precast beam end installation mold.Precast beam end disclosed by the invention installation mold and its construction method facilitate the dismounting of mold, limit the shaking displacement of reinforcement component, reduce concrete flash, more clean and environmental protection.By the construction method, make user in the work progress of production PC precast beam, the assembly construction process of mold is known more about, avoid the occurrence of violence demoulding problem, extends die life.
Description
Technical field
The present invention relates to building field more particularly to a kind of precast beam end installation mold and its construction methods.
Background technique
Traditional beam-ends head mold must open big hole in muscle position out for convenience of demoulding, and when demoulding along reinforcing bar outward
It is de-, cause concrete to overflow because aperture is excessive more, and if reinforcing bar go out to often result in out muscle when muscle does not pay attention into V-type, demoulding is made
At difficulty, mold attaching/detaching is inconvenient, and through die-filling demoulding operation repeatedly several times, the long-term punching block that taps leads to die deformation, causes to generate
Violence demoulding influences component quality, and shortens die life.There is a method in which end directly leave under U slot,
It installs after steel reinforcement cage using the stifled slurry of foam, occurs foam often and shaken that a large amount of concrete is caused to flow out out, cause a large amount of in die station
Concrete is to be solidified, brings difficulty to production, and waste of resource causes building waste, pollutes environment, and influence component appearance, long
Phase, which taps cleaning punching block, leads to die deformation, shortens die life.
Summary of the invention
In order to overcome the drawbacks of the prior art, technical problem to be solved by the present invention lies in propose a kind of precast beam end
Installation mold, the split type reinforcing plate structure out using upper gusset out and lower gusset out facilitate mold in conjunction with card slot and card convex structure
Dismounting, avoid violence demoulding, and by opening up U-type groove, location and installation carried out to steel reinforcement cage convenient for mold, limits reinforcement component
Shaking displacement, reduce concrete and occur the phenomenon that going out the outside overflow in muscle gap from U-type groove, avoid building waste, from
And more clean and environmental protection.
With this corresponding, another technical problem to be solved of the invention is to propose a kind of for the installation of precast beam end
The construction method of mold, user make user in the work progress of production PC precast beam, to the dress of mold by the construction method
It is known more about with construction process, avoids the occurrence of violence demoulding problem, extend die life.
To achieve this purpose, the present invention adopts the following technical scheme:
A kind of precast beam end installation mold provided by the invention, including two go out muscle Side Template, two side templates, lower dies
Plate and multiple connectors, two go out the both ends that muscle Side Template is separately fixed at lower template, and two side templates are separately fixed at down
The two sides of template, and the side wall that the both ends of side template go out muscle Side Template with two respectively is fixedly connected, the upper end of two side templates
Be fixedly connected between portion by multiple connectors, out muscle Side Template include it is upper go out gusset and it is lower go out gusset, the upper card of gusset out
Slot end and it is lower go out gusset card convex end be mutually clamped, it is lower go out gusset on offer the U-type groove of perforation, the open end of U-type groove and it is upper go out
The lower end of gusset fits, and lower gusset out is fixed on the end of lower template.
The present invention preferably technical solution is that above two side bottoms of gusset offer card slot out, the two sides of lower gusset out
Top is equipped with card convex, and card slot is mutually clamped with card convex.
The present invention preferably technical solution is that card slot is configured to trapezoidal card slot, and card convex is configured to trapezoidal card convex, trapezoidal card
Slot is adapted with trapezoidal card convex.
The present invention preferably technical solution is, above offers the upper gusset peace out of perforation on the two sidewalls of gusset respectively out
Hole is filled, offers the first mounting hole of side template of perforation on the both ends of side template respectively, above gusset mounting hole and side template the out
One mounting hole is adapted.
The present invention preferably technical solution is, offers the lower gusset peace out of perforation on the lower two sidewalls of gusset out respectively
Fill hole, offer the second mounting hole of side template of perforation on the both ends of side template respectively, it is lower go out gusset mounting hole and side template the
Two mounting holes are adapted.
The present invention preferably technical solution is that side template is equipped with the cross reinforcing of horizontal cross distribution, side template
It is equipped with the waling of vertical genesis analysis, cross reinforcing is interspersed with waling.
The present invention preferably technical solution is, connector includes connecting square pipes and two connection sheets, connecting square pipes
Both ends are separately fixed in two connection sheets, and connection sheet is fixed on side template.
The present invention preferably technical solution is, the both ends of connection sheet open up that there are two the connection sheets being symmetric respectively
Mounting hole.
A kind of construction method for precast beam end installation mold provided by the invention, the construction method include following step
Rapid: step 1 is separately fixed on the both ends of lower template, step 2, after executing step 1, in lower template by gusset is gone out under two
The muscle end that goes out of upper placement steel reinforcement cage, steel reinforcement cage passes through U-type groove, and step 3 after executing step 2, places on lower gusset out
Gusset, and the card slot end of gusset out and the card convex end of lower gusset out is made mutually to be clamped fastening, and being fastenedly connected by pin, make
The card convex end realization of the upper card slot end of gusset out and lower gusset out is fitted close, step 4, after execution step 3, by side template
Both ends respectively with it is upper go out gusset and it is lower go out gusset hole location be aligned, lock bolt and realize positioning fastening, while by side form
Plate and lower template are realized by bolt positions fastening, and step 5 after executing step 4, is led between the upper end of two side templates
Multiple connectors are crossed to be fastenedly connected.
The present invention preferably technical solution is that the cell wall of U-type groove and the width of steel reinforcement cage gone out between muscle end are not more than
5mm。
The invention has the benefit that
Precast beam end provided by the invention installation mold, including two go out muscle Side Template, two side templates, lower template with
And multiple connectors, two go out the both ends that muscle Side Template is separately fixed at lower template, and two side templates are separately fixed at lower template
Two sides, and the side wall that the both ends of side template go out muscle Side Template with two respectively is fixedly connected, the upper ends of two side templates it
Between be fixedly connected by multiple connectors, out muscle Side Template include it is upper go out gusset and it is lower go out gusset, the upper card slot end of gusset out
It is mutually clamped with the card convex end of lower gusset out, the U-type groove of perforation, the open end of U-type groove and upper gusset out is offered on lower gusset out
Lower end fit, it is lower go out gusset be fixed on the end of lower template.Compared to the integrally-built muscle out for reserving muscle hole
For plate, using the split type reinforcing plate structure out of upper gusset out and lower gusset out, convenient for the location and installation of steel reinforcement cage.U-type groove pair
The muscle end that goes out of steel reinforcement cage is limited, and is limited the shaking displacement of reinforcement component, is kept component pouring molding effect more preferable.And U-type groove
Through-hole processing is compared in processing, and processing is more simple and convenient, facilitates the size according to different steel reinforcement cages, adjusts build-up tolerance surplus,
Make to assemble that location dimension is more accurate, reduces concrete and occur the phenomenon that going out the outside overflow in muscle gap from U-type groove, avoid building
Building refuse, thus more clean and environmental protection.Provided by the present invention for the construction method of precast beam end installation mold, applied by this
Work method makes user in the work progress of production PC precast beam, knows more about to the assembly construction process of mold, avoids the occurrence of sudden and violent
Power demoulding problem extends die life.
Detailed description of the invention
Fig. 1 is the overall structure axonometric drawing of the precast beam end installation mold provided in the specific embodiment of the invention；
Fig. 2 is the schematic enlarged-scale view of the precast beam end installation mold of part A in Fig. 1；
Fig. 3 is the structural schematic diagram of the muscle Side Template out provided in the specific embodiment of the invention；
Fig. 4 is the muscle Side Template structural schematic diagram compatible with steel reinforcement cage out provided in the specific embodiment of the invention；
Fig. 5 is the construction of the construction method for precast beam end installation mold provided in the specific embodiment of the invention
Flow diagram.
In figure:
1, go out muscle Side Template；11, above go out gusset；111, card slot；112, above go out gusset mounting hole；12, go out gusset down；121,
U-type groove；122, card convex；123, go out gusset mounting hole down；2, side template；21, the first mounting hole of side template；22, side template second
Mounting hole；23, cross reinforcing；24, waling；3, lower template；4, connector；41, connecting square pipes；42, connection sheet；
421, connection sheet mounting hole；5, steel reinforcement cage；S1, step 1；S2, step 2；S3, step 3；S4, step 4；S5, step 5.
Specific embodiment
To further illustrate the technical scheme of the present invention below with reference to the accompanying drawings and specific embodiments.
Embodiment one
As shown in Figures 1 to 4, a kind of precast beam end installation mold provided in embodiment one, including two go out muscle end
1, two side template 2 of template, lower template 3 and multiple connectors 4, two go out muscle Side Template 1 and are separately fixed at the two of lower template 3
End, two side templates 2 are separately fixed at the two sides of lower template 3, and the both ends of side template 2 go out muscle Side Template 1 with two respectively
Side wall is fixedly connected, and is fixedly connected between the upper end of two side templates 2 by multiple connectors 4, and muscle Side Template 1 includes upper out
Gusset 11 and lower gusset 12 out out, above the card slot end of gusset 11 and the card convex end of lower gusset 12 out are mutually clamped out, lower gusset out
Offer the U-type groove 121 of perforation on 12, the open end of U-type groove 121 and it is upper go out gusset 11 lower end fit, it is lower go out gusset
12 are fixed on the end of lower template 3.In order to make, precast beam end installation mold is easy to loading and unloading, safety easy to operate.Further
Ground, above the card slot end of gusset 11 and the card convex end of lower gusset 12 out are mutually clamped out, convenient for the installation and removal of mold.Go out gusset down
12 need to place steel reinforcement cage 5 in the installation process of mold by opening up the U-type groove 121 of perforation, at this point, steel reinforcement cage 5 goes out
After muscle end passes through U-type groove 121, is placed on the open end of U-type groove 121 and gusset 11, make the lower end phase of gusset 11 out
Fitting, to realize the location and installation of steel reinforcement cage 5, installation and removal process is simple and convenient, avoids violence demoulding.Compared to reserved
Out for the integrally-built gusset out in muscle hole, using the split type reinforcing plate structure out of upper gusset 11 out and lower gusset 12 out, just
In the location and installation of steel reinforcement cage 5.U-type groove 121 limits the muscle end that goes out of steel reinforcement cage 5, limits the shaking displacement of reinforcement component,
Keep component pouring molding effect more preferable.And through-hole processing is compared in the processing of U-type groove 121, processing is more simple and convenient, facilitates according to difference
Steel reinforcement cage 5 size, adjust build-up tolerance surplus, it is more accurate to make to assemble location dimension, reduces concrete from U-type groove 121
The phenomenon that outside overflow in muscle gap, occurs out, building waste is avoided, thus more clean and environmental protection.Meanwhile it preventing more
The problem of secondary concrete flash tapped on cleaning mold leads to die deformation, extend die life.
In order to keep gusset 11 out and the assembly of lower gusset 12 out more accurate.Further, the upper two sides bottom of gusset 11 out
Portion offers card slot 111, and two lateral roofs of lower gusset 12 out are equipped with card convex 122, and card slot 111 and 122 phase of card convex are clamped.Pass through card
It is limited mutually between slot 111 and card convex 122, keeps gusset 11 out and the assembly of lower gusset 12 out more accurate.
In order to keep card slot 111 and the assembling process of card convex 122 more simple and effective, strong operability.Further, card slot
111 are configured to trapezoidal card slot, and card convex 122 is configured to trapezoidal card convex, and trapezoidal card slot is adapted with trapezoidal card convex.Wherein, card slot 111
It is set as trapezium structure, card slot 111 and the square structure equidistant according to cell wall of card convex 122 with card convex 122, then is easy because of tolerance
It is stuck in card slot 111 or hard to fit into assembly problems such as positions to there is card convex 122 for problem.Therefore, card slot 111 and card convex 122
It is all made of trapezium structure, for the square structure equidistant compared to cell wall, the cell wall of the trapezium structure size inside by opening
It is gradually reduced, facilitates the installation and removal of card slot 111 Yu card convex 122, keep card slot 111 and the assembling process of card convex 122 simpler
Effectively, strong operability.
Location and installation is carried out for the ease of upper gusset 11 out and side template 2.Further, above out on the two sidewalls of gusset 11
The upper gusset mounting hole 112 out of perforation is offered respectively, and the side template first for offering perforation on the both ends of side template 2 respectively is pacified
Hole 21 is filled, above gusset mounting hole 112 is adapted with the first mounting hole of side template 21 out.By going out gusset mounting hole 112 in setting
And the first mounting hole of side template 21, by it is upper go out after gusset mounting hole 112 is aligned with the first mounting hole of side template 21, use
Bolt passes through the hole location of alignment, and gusset 11 out and side template 2 is made to realize location and installation.By the above process, convenient for upper muscle out
Plate 11 and side template 2 carry out location and installation.
Location and installation is carried out for the ease of lower gusset 12 out and side template 2.Further, on the lower two sidewalls of gusset 12 out
The lower gusset mounting hole 123 out of perforation is offered respectively, and the side template second for offering perforation on the both ends of side template 2 respectively is pacified
Hole 22 is filled, lower gusset mounting hole 123 out is adapted with the second mounting hole of side template 22.By the way that lower gusset mounting hole 123 out is arranged
And the second mounting hole of side template 22, by it is lower go out after gusset mounting hole 123 is aligned with the second mounting hole of side template 22, use
Bolt passes through the hole location of alignment, and lower gusset 12 out and side template 2 is made to realize location and installation.By the above process, convenient for lower muscle out
Plate 12 and side template 2 carry out location and installation.
In order to improve the intensity of side template 2.Further, side template 2 is equipped with the cross reinforcing of horizontal cross distribution
23, side template 2 is equipped with the waling 24 of vertical genesis analysis, and cross reinforcing 23 and waling 24 staggeredly divide
Cloth.By setting cross reinforcing 23 and waling 24, the intensity of side template 2 can be improved.
In order to make connector 4 can connect side template 2, and facilitate processing and manufacturing.Further, connector 4 includes connection
Square tube 41 and two connection sheets 42, the both ends of connecting square pipes 41 are separately fixed in two connection sheets 42, and connection sheet 42 is fixed
On side template 2.Using connecting square pipes 41 and the structure of connection sheet 42, not only connection effectively can be played to side template 2
Fastening effect, and structure is simple, manufacture easy to process, saves production cost.
Positioning assembly is carried out for the ease of connection sheet 42.Further, the both ends of connection sheet 42 are opened up respectively there are two being in
Symmetrical connection sheet mounting hole 421.By opening up connection sheet mounting hole 421, when assembly by connection sheet mounting hole 421 with
Described point at installation position on side template 2 carries out hole location alignment, carries out positioning assembly convenient for connection sheet 42 and side template 2.
Embodiment two
As shown in figure 5, a kind of construction method for precast beam end installation mold provided in embodiment two, in order to make
User knows more about the assembly construction process of mold, avoids the occurrence of violence demoulding and ask in the work progress of production PC precast beam
Topic extends die life.Further, which includes the following steps: step 1 S1, and gusset 12 will be gone out under two
It is separately fixed on the both ends of lower template 3, step 2 S2, after executing step 1 S1, steel reinforcement cage 5, reinforcing bar is placed in lower template 3
The muscle end that goes out of cage 5 passes through U-type groove 121, and step 3 S3 after executing step 2 S2, is placed on lower gusset 12 out and gusset 11,
And the card slot end of gusset 11 out and the card convex end of lower gusset 12 out is made mutually to be clamped fastening, and being fastenedly connected by pin, make
The card convex end realization of the upper card slot end of gusset 11 out and lower gusset 12 out is fitted close, step 4 S4, will after execution step 3 S3
The both ends of side template 2 are aligned with the hole location of upper gusset 11 out and lower gusset 12 out respectively, are locked bolt and are realized positioning tightly
Gu while side template 2 and lower template 3 are realized positioning fastening, step 5 S5, after executing step 4 S4, at two by bolt
It is fastenedly connected between the upper end of side template 2 by multiple connectors 4.By above-mentioned construction method, producing user
In the work progress of PC precast beam, the assembly construction process of mold is known more about, avoids the occurrence of violence demoulding problem, extends mold
Service life.
In order to reduce concrete flash problem.Further, between the muscle end out of the cell wall and steel reinforcement cage 5 of U-type groove 121
Width is not more than 5mm.The cell wall of U-type groove 121 and the surplus of steel reinforcement cage 5 gone out between muscle end are smaller, can effectively reduce coagulation
Soil occurs the phenomenon that going out the outside overflow in muscle gap from U-type groove 121, building waste is avoided, thus more clean and environmental protection.
The present invention is described with reference to the preferred embodiments, and those skilled in the art know, of the invention not departing from
In the case where spirit and scope, various changes or equivalence replacement can be carried out to these features and embodiment.The present invention is not by this
The limitation of specific embodiment disclosed in place, other embodiments fallen into claims hereof belong to protection of the present invention
Range.
Claims (10)
1. a kind of precast beam end installation mold, including two go out muscle Side Template (1), two side templates (2), lower template (3) with
And multiple connectors (4), the both ends that muscle Side Template (1) is separately fixed at the lower template (3), two sides are gone out described in two
Template (2) is separately fixed at the two sides of the lower template (3), and the both ends of the side template (2) respectively with go out muscle described in two
The side wall of Side Template (1) is fixedly connected, solid by multiple connectors (4) between the upper end of two side templates (2)
Fixed connection, it is characterised in that:
Muscle Side Template (1) out includes upper gusset (11) out and goes out gusset (12) down；
The card convex end of the upper card slot end of gusset (11) out and lower gusset (12) out is mutually clamped；
The U-type groove (121) of perforation is offered on lower gusset (12) out；
The open end of the U-type groove (121) and the lower end of upper gusset (11) out fit；
Lower gusset (12) out are fixed on the end of the lower template (3).
2. precast beam end according to claim 1 installation mold, it is characterised in that:
Two side bottoms of upper gusset (11) out offer card slot (111)；
Two lateral roofs of lower gusset (12) out are equipped with card convex (122)；
The card slot (111) is mutually clamped with the card convex (122).
3. precast beam end according to claim 2 installation mold, it is characterised in that:
The card slot (111) is configured to trapezoidal card slot；
The card convex (122) is configured to trapezoidal card convex；
The trapezoidal card slot is adapted with the trapezoidal card convex.
4. precast beam end according to claim 1 installation mold, it is characterised in that:
It is described it is upper go out gusset (11) two sidewalls on offer respectively perforation it is upper go out gusset mounting hole (112)；
The first mounting hole of side template (21) of perforation is offered on the both ends of the side template (2) respectively；
Upper gusset mounting hole (112) out are adapted with first mounting hole of side template (21).
5. precast beam end according to claim 1 installation mold, it is characterised in that:
It is described it is lower go out gusset (12) two sidewalls on offer respectively perforation it is lower go out gusset mounting hole (123)；
The second mounting hole of side template (22) of perforation is offered on the both ends of the side template (2) respectively；
Lower gusset mounting hole (123) out are adapted with second mounting hole of side template (22).
6. precast beam end according to claim 1 installation mold, it is characterised in that:
The side template (2) is equipped with the cross reinforcing (23) of horizontal cross distribution；
The side template (2) is equipped with the waling (24) of vertical genesis analysis；
The cross reinforcing (23) is interspersed with the waling (24).
7. precast beam end according to claim 1 installation mold, it is characterised in that:
The connector (4) includes connecting square pipes (41) and two connection sheets (42)；
The both ends of the connecting square pipes (41) are separately fixed on two connection sheets (42)；
The connection sheet (42) is fixed on the side template (2).
8. precast beam end according to claim 7 installation mold, it is characterised in that:
The both ends of the connection sheet (42) open up that there are two the connection sheet mounting holes (421) that are symmetric respectively.
9. a kind of construction method for precast beam end installation mold described in any one of claims 1 to 8, feature exist
In: the construction method includes the following steps:
Two lower gusset (12) out are separately fixed on the both ends of the lower template (3) by step 1 (S1)；
Step 2 (S2) after executing the step 1 (S1), places steel reinforcement cage (5) on the lower template (3), the steel reinforcement cage
(5) the muscle end that goes out passes through the U-type groove (121)；
Step 3 (S3) after executing the step 2 (S2), goes out on gusset (12) to place on described down out gusset (11) described,
And the card convex end of the upper card slot end of gusset (11) out and lower gusset (12) out is set mutually to be clamped fastening, and pass through pin
It is fastenedly connected, the card convex end of the upper card slot end of gusset (11) out and lower gusset (12) out is made to realize tight fit；
The both ends of the side template (2) after executing the step 3 (S3), are above gone out gusset with described respectively by step 4 (S4)
(11) and it is described it is lower go out gusset (12) hole location be aligned, lock bolt and realize positioning fastening, while by the side template
(2) positioning fastening is realized by bolt with the lower template (3)；
Step 5 (S5) after executing the step 4 (S4), passes through multiple institutes between the upper end of two side templates (2)
Connector (4) is stated to be fastenedly connected.
10. construction method according to claim 9, it is characterised in that:
The cell wall of the U-type groove (121) and the width of the steel reinforcement cage (5) gone out between muscle end are not more than 5mm.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201910713673.4A CN110328743A (en) | 2019-08-02 | 2019-08-02 | A kind of precast beam end installation mold and its construction method |
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| CN201910713673.4A CN110328743A (en) | 2019-08-02 | 2019-08-02 | A kind of precast beam end installation mold and its construction method |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113183291A (en) * | 2021-05-13 | 2021-07-30 | 中建一局集团建设发展有限公司 | End plate for precast beam column mould with difficulty in throwing ribs and using method of end plate |
Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20090123388A (en) * | 2008-05-28 | 2009-12-02 | 주식회사 대흥 | Mold for manufacturing pc beam |
| CN105773833A (en) * | 2016-03-25 | 2016-07-20 | 陈芳斌 | T-shaped sheet pile forming die and production of T-shaped sheet piles |
| KR101705270B1 (en) * | 2016-07-26 | 2017-02-10 | 주식회사베스트엔지니어링 | A variable beam mold for manufacturing a precast concrete |
| AU2015322424A1 (en) * | 2014-09-23 | 2017-04-06 | Hae Young Park | Prefabricated mold for constructing kerb stones and method for constructing kerb stones by using same |
| CN107571391A (en) * | 2017-10-25 | 2018-01-12 | 长沙远大住宅工业集团股份有限公司 | Composite beam particular manufacturing craft and composite beam production method |
| CN107584635A (en) * | 2017-09-13 | 2018-01-16 | 长沙远大住宅工业集团股份有限公司 | A kind of template for concrete prefabricated element shaping |
| CN207327246U (en) * | 2017-08-31 | 2018-05-08 | 广东广达建设集团有限公司 | A kind of precast beam molding die |
| CN108060804A (en) * | 2017-12-25 | 2018-05-22 | 中国化学工程第三建设有限公司 | The installation method of steel construction indirect cool tower peripheral protective aluminium sheet |
| CN109318347A (en) * | 2018-11-15 | 2019-02-12 | 长沙英平机械制造有限责任公司 | Beam column mold |
| CN110027093A (en) * | 2019-04-19 | 2019-07-19 | 锦萧建筑科技有限公司 | A kind of production technology of the composable mold and application of doubles the beam column composable mold |
-
2019
- 2019-08-02 CN CN201910713673.4A patent/CN110328743A/en active Pending
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20090123388A (en) * | 2008-05-28 | 2009-12-02 | 주식회사 대흥 | Mold for manufacturing pc beam |
| AU2015322424A1 (en) * | 2014-09-23 | 2017-04-06 | Hae Young Park | Prefabricated mold for constructing kerb stones and method for constructing kerb stones by using same |
| CN105773833A (en) * | 2016-03-25 | 2016-07-20 | 陈芳斌 | T-shaped sheet pile forming die and production of T-shaped sheet piles |
| KR101705270B1 (en) * | 2016-07-26 | 2017-02-10 | 주식회사베스트엔지니어링 | A variable beam mold for manufacturing a precast concrete |
| CN207327246U (en) * | 2017-08-31 | 2018-05-08 | 广东广达建设集团有限公司 | A kind of precast beam molding die |
| CN107584635A (en) * | 2017-09-13 | 2018-01-16 | 长沙远大住宅工业集团股份有限公司 | A kind of template for concrete prefabricated element shaping |
| CN107571391A (en) * | 2017-10-25 | 2018-01-12 | 长沙远大住宅工业集团股份有限公司 | Composite beam particular manufacturing craft and composite beam production method |
| CN108060804A (en) * | 2017-12-25 | 2018-05-22 | 中国化学工程第三建设有限公司 | The installation method of steel construction indirect cool tower peripheral protective aluminium sheet |
| CN109318347A (en) * | 2018-11-15 | 2019-02-12 | 长沙英平机械制造有限责任公司 | Beam column mold |
| CN110027093A (en) * | 2019-04-19 | 2019-07-19 | 锦萧建筑科技有限公司 | A kind of production technology of the composable mold and application of doubles the beam column composable mold |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN113183291A (en) * | 2021-05-13 | 2021-07-30 | 中建一局集团建设发展有限公司 | End plate for precast beam column mould with difficulty in throwing ribs and using method of end plate |
| CN113183291B (en) * | 2021-05-13 | 2022-07-12 | 中建一局集团建设发展有限公司 | End plate for precast beam column mould with difficulty in throwing ribs and using method of end plate |
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Application publication date: 20191015 |