CN110394884A - A kind of prefabricated post adjustable mold and prefabricated column production method - Google Patents

A kind of prefabricated post adjustable mold and prefabricated column production method Download PDF

Info

Publication number
CN110394884A
CN110394884A CN201910770200.8A CN201910770200A CN110394884A CN 110394884 A CN110394884 A CN 110394884A CN 201910770200 A CN201910770200 A CN 201910770200A CN 110394884 A CN110394884 A CN 110394884A
Authority
CN
China
Prior art keywords
side form
prefabricated post
end mould
bed die
supporting element
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.)
Granted
Application number
CN201910770200.8A
Other languages
Chinese (zh)
Other versions
CN110394884B (en
Inventor
张剑
王雅明
周涛
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Xiangtan Yuanda Residence Industry Co Ltd
Original Assignee
Xiangtan Yuanda Residence Industry Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Xiangtan Yuanda Residence Industry Co Ltd filed Critical Xiangtan Yuanda Residence Industry Co Ltd
Priority to CN201910770200.8A priority Critical patent/CN110394884B/en
Publication of CN110394884A publication Critical patent/CN110394884A/en
Application granted granted Critical
Publication of CN110394884B publication Critical patent/CN110394884B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B1/00Producing shaped prefabricated articles from the material
    • B28B1/14Producing shaped prefabricated articles from the material by simple casting, the material being neither forcibly fed nor positively compacted
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B7/00Moulds; Cores; Mandrels
    • B28B7/0002Auxiliary parts or elements of the mould
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B7/00Moulds; Cores; Mandrels
    • B28B7/0002Auxiliary parts or elements of the mould
    • B28B7/0014Fastening means for mould parts, e.g. for attaching mould walls on mould tables; Mould clamps
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B7/00Moulds; Cores; Mandrels
    • B28B7/02Moulds with adjustable parts specially for modifying at will the dimensions or form of the moulded article

Landscapes

  • Engineering & Computer Science (AREA)
  • Manufacturing & Machinery (AREA)
  • Chemical & Material Sciences (AREA)
  • Ceramic Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Moulds, Cores, Or Mandrels (AREA)

Abstract

The invention discloses a kind of prefabricated post adjustable molds comprising bed die, the first side form, the second side form, first end mould and second end mould;First end mould and second end mould are between the first side form and the second side form;The side in the first side form back on space is provided with mounting portion, and mounting portion is provided with strip-shaped hole, and the extending direction of strip-shaped hole is parallel to the plane where first end mould, and the first side form is fixedly connected by fastener with bed die;First side form, the second side form include rib template and the supporting element on the outside of rib template;Rib template is superimposed with two pieces or more in the height direction.Prefabricated post adjustable mold of the invention can satisfy the prefabricated post production requirement of different dimensions, can be adjusted to length, the width and thickness size of prefabricated post.Meanwhile second side form and bed die be hinged with and be conducive to improve production efficiency, reduce demoulding difficulty.

Description

A kind of prefabricated post adjustable mold and prefabricated column production method
Technical field
The present invention relates to construction engineering technical fields, and in particular to a kind of prefabricated post adjustable mold and prefabricated post producer Method.
Background technique
Currently, the mould structure for producing prefabricated post is complicated, weight is larger, and is directed to various sizes of prefabricated post, needs The mold of customized dimension is wanted, and the prefabricated column dimension that each project under construction uses is different, the poor universality of mold is led Cause the utilization rate of mold low, die cost is high, not only wastes resource, but also need special warehouse that storage is gone to make With the not high mold of rate, management and storage cost are increased.
Summary of the invention
In order to improve the versatility and utilization rate of mold, the present invention provides a kind of prefabricated post adjustable mold, particular technique side Case is as follows.
A kind of prefabricated post adjustable mold, which is characterized in that including bed die, the first side form, the second side form, first end mould and Two end moulds, first side form, the second side form, first end mould and second end mould enclose the space poured for prefabricated post;Institute State the first side form, the second side form is installed on the bed die, the first end mould and second end mould be located at first side form and Between second side form;The side in the first side form back on the space is provided with mounting portion, and the mounting portion is provided with item Shape hole, first side form are connect by fastener with the bed die, and the fastener passes through the strip-shaped hole of the mounting portion;It is excellent Selection of land, the extending direction of the strip-shaped hole are parallel to the plane where the first end mould.
Using prefabricated post adjustable mold of the invention may be implemented prefabricated post horizontal production (i.e. produce when prefabricated post length Spend the parallel bed die/ground in direction), the first side form is adjustable side form, and in the case where fastener is unscrewed, the first side form can be along The extending direction of strip-shaped hole is adjusted, and when reaching setting target to the spacing between the first side form and the second side form, will be fastened Part is tightened, so that the first side form is fixed on bed die, first end mould and second end mould can be by the first side forms and the second side form Grip or first end mould and second end mould be fixed on bed die by fastener, so by adjusting the first side form and Spacing between second side form produces to adapt to the prefabricated post of different in width;Spacing between first end mould and second end mould can be with It is adjusted as needed to adapt to the length of prefabricated post.Wherein, the second side form can be flexibly connected with bed die, or using the The fixed form of one side form or other fixed forms are connect with bed die.Fastener can use screw rod.
Preferably, the lower end of second side form and the bed die are hinged, and second side form can be relative to the bottom Mould overturning.When producing the prefabricated post of unified side length, after the completion of prefabricated post pours, the first side form can be remained stationary, overturning second Side form can both realize stripping operation, improve the convenience of operation.
Further, first side form, the second side form include rib template and are located on the outside of the rib template Supporting element, the height of the supporting element is greater than the height of the rib template;The supporting element along first side form or The length direction of second side form is arranged at intervals with two or more;Preferably, U-type groove is offered at the top of the supporting element.Support Part provides enough strength supports for rib template, moreover, the U-type groove being arranged at the top of supporting element can be used to install to drawing spiral shell Bar, Screw arbor with nut at both-ends limits the spacing between the first side form and the second side form, when preventing casting concrete, the first side form and The positional relationship of second side form changes, and guarantees the dimensional accuracy and production security of prefabricated post.Wherein, mounting portion and rib Template and/or supporting element are fixedly connected.
Further, the rib template is superimposed with two pieces or more in the height direction, on bottom rib template Rib template is detachably connected with the supporting element;The height of the supporting element is greater than the superimposed total height of whole rib templates Degree.In this way, it can adapt to the prefabricated post production requirement of different-thickness (the vertical height of the prefabricated post of horizontal production), most The rib template of lower section can be welded and fixed or be detachably fixed with supporting element, above rib template then according to specific It needs to select, a rib template can be only set when the thickness of prefabricated post is smaller, it can when the thickness of prefabricated post is larger More than two rib templates are only arranged.Wherein, detachable connection method includes working as to be not limited to be bolted.
Preferably, the supporting element uses channel steel.The mounting portion also uses channel steel.Channel steel is at low cost convenient for drawing materials, and adds Work difficulty is small.
Further, the first through hole passed through for the longitudinal reinforcement of prefabricated post is offered on the second end mould;On bed die It is detachably provided with reinforcing bar positioning baffle, the longitudinal reinforcement end for positioning prefabricated post is offered on the reinforcing bar positioning baffle Second through-hole or groove in portion.
Based on the same inventive concept, the invention further relates to a kind of production methods of prefabricated post, use above-mentioned prefabricated post Adjustable mold mainly comprises the steps that
1) longitudinal reinforcement of prefabricated post is passed through the first through hole of second end mould, steel reinforcement cage by the steel reinforcement cage for, making prefabricated post It is placed on bed die;
2) spacing of first end mould and second end mould, is determined according to the length of prefabricated post;
3) installation site of first side form, is determined according to the width of prefabricated post, and first side form is fixed on On the bed die, so that the spacing of first side form and the second side form is equal to the width of prefabricated post, first end mould and second end Mould is fixed on the length that the spacing between the first side form and the second side form and between first end mould and second end mould is equal to prefabricated post;
4), the top of the first side form and the second side form is fixed by Screw arbor with nut at both-ends;
5), casting concrete forms prefabricated post;
6), the second side form is opened in overturning after maintenance, takes out prefabricated post.
Further, it is also had follow steps before the step 3): the rib mould is determined according to the thickness of prefabricated post The height and quantity of plate, and the rib template is connect with the supporting element.
Further, it is also had follow steps in the step 1): the longitudinal reinforcement end of prefabricated post is located in reinforcing bar In the second through-hole or groove of positioning baffle.
Prefabricated post adjustable mold of the invention can satisfy the prefabricated post production requirement of different dimensions, to prefabricated post Length, width and thickness size can be adjusted.Meanwhile second side form and bed die be hingedly convenient for quickly to the second side form Opening is assembled and overturn, is conducive to improve production efficiency, reduces demoulding difficulty.The present invention is conducive to save die cost, Mould utilization factor is improved, labor intensity of workers is reduced, promotes building assembled industrialization development.
Detailed description of the invention
Fig. 1 is the stereoscopic schematic diagram of prefabricated post adjustable mold of the invention;
Fig. 2 is the side view (not being superimposed rib template) of prefabricated post adjustable mold of the invention;
Fig. 3 is the side view (superposition rib template) of prefabricated post adjustable mold of the invention;
Fig. 4 is that the side form of prefabricated post adjustable mold of the invention adjusts schematic diagram;
Fig. 5 is the top view (not illustrating mounting portion) of prefabricated post adjustable mold of the invention.
In figure: the first side form 1, mounting portion 11, rib template 12, supporting element 13, strip-shaped hole 111, the second side form 2, first Hold mould 3, second end mould 4, first through hole 41, bed die 5, fastener 6, Screw arbor with nut at both-ends 7, reinforcing bar positioning baffle 8, the second through-hole 81.
Specific embodiment
Present invention is further described in detail with reference to the accompanying drawing.
Referring to Fig. 1-5, a kind of prefabricated post adjustable mold comprising bed die 5, the first side form 1, the second side form 2, first end mould 3 and second end mould 4, first side form 1, the second side form 2, first end mould 3 and second end mould 4 enclose and poured for prefabricated post Space.First side form 1, the second side form 2 are installed on bed die 5, the first end mould 3 and second end mould
4 between first side form 1 and the second side form 2;Side of first side form 1 back on the space (outside) is provided with mounting portion 11, and the mounting portion 11 is provided with strip-shaped hole 111, and the extending direction of strip-shaped hole 111 is parallel to Plane where one end mould 3, the first side form 1 are connect by fastener 6 with bed die 5, and fastener 6 passes through the strip-shaped hole of mounting portion 11 111;Fastener can use screw rod, be provided with screw hole on bed die;The longitudinal reinforcement offered on second end mould 4 for prefabricated post is worn The relative position of the first through hole 41 crossed, first end mould 3 and second end mould 4 and the first side form 1, the second side form 2 can be according to reality Border needs to adjust, and first end mould 3 and second end mould 4 can be clamped between the first side form 1, the second side form 2 and be fixed, It can be fixed on by fastener on bed die 5.
As shown in Fig. 1,4, the lower end of the second side form 2 and bed die 5 are hinged, and the second side form 2 can be overturn relative to bed die 5, When producing the prefabricated post of uniform width, after the completion of prefabricated post pours, the first side form 1 can be remained stationary, and overturn the second side form 2, Both it can realize stripping operation, improve the convenience of operation.
As shown in Figure 1-3, the first side form 1, the second side form 2 include rib template 12 and are located on the outside of rib template 12 Supporting element 13, the height of supporting element 13 is greater than the height of rib template 12, and the top of supporting element 13 offers U-type groove;Support Part 13 is arranged at intervals with two or more along the length direction of the first side form 1 or the second side form 2;Rib template 12 is in short transverse On be superimposed with two pieces or more, the rib template 12 on bottom rib template 12 is detachably connected with supporting element 13;Support The height of part 13 is greater than the superimposed total height of whole rib templates 12.Wherein, be detachably connected can be connected by screw bolts or The usual manners such as person's engaging carry out;Bottom rib template 12 is preferably fixedly connected with supporting element 13, bottom rib template 12 Height be L1, height L1 requires can to produce the concrete prefabricated column of minimum thickness, other thickness concrete prefabricated columns, It is realized by being superimposed rib template 12 in bottom rib template 12, requires thickness by combining realization, combination can give birth to The concrete prefabricated column thickness L=L1+L2 of production.Punching block can be used in rib template, can also use wooden model or other materials type Template, reduce die cost.
Supporting element 13 is that rib template 12 provides enough strength supports, moreover, the U-type groove being arranged at the top of supporting element 13 can To be used to install Screw arbor with nut at both-ends 7, the spacing between the first side form 1 and the second side form 2 is limited, prevents from pouring by Screw arbor with nut at both-ends 7 When building concrete, the positional relationship of the first side form 1 and the second side form 2 changes, and guarantees the dimensional accuracy and production of prefabricated post Safety.As shown in Figure 1, supporting element 13 uses channel steel, the channel steel structure of A-frame is preferably formed, mounting portion 11 also uses Channel steel.Channel steel is convenient for materials, and at low cost, difficulty of processing is small.As shown in Figure 1, mounting portion 11 and bottom rib template 12 are fixed Mounting portion 11 can also be fixedly connected by connection, certain those skilled in the art with supporting element 13.
As shown in Figure 1, being detachably provided with reinforcing bar positioning baffle 8 on bed die 5, opened up on the reinforcing bar positioning baffle 8 There are the second through-hole or groove of the longitudinal reinforcement end for positioning prefabricated post.It can be ensured using reinforcing bar positioning baffle 8 prefabricated The setting of the longitudinal reinforcement of column meets prefabricated post design requirement, convenient for docking for longitudinal reinforcement and grout sleeve.
Using the production method of the prefabricated post of above-mentioned prefabricated post adjustable mold, mainly comprise the steps that
1) steel reinforcement cage (not shown) for, making prefabricated post, first that the longitudinal reinforcement of prefabricated post is passed through second end mould 4 are led to Hole 41, steel reinforcement cage are placed on bed die 5;
2) spacing of first end mould 3 and second end mould 4, is determined according to the length of prefabricated post;
3) installation site of the first side form 1, is determined according to the width of prefabricated post, and the first side form 1 is fixed on bed die 5 On, so that the spacing of the first side form 1 and the second side form 2 is equal to the width of prefabricated post, first end mould 3 and second end mould 4 are fixed on Spacing between first side form 1 and the second side form 2 and between first end mould 3 and second end mould 4 is equal to the length of prefabricated post;
4), the top of the first side form 1 and the second side form 2 is fixed by Screw arbor with nut at both-ends 7;
5), casting concrete forms prefabricated post;
6), the second side form 2 is opened in overturning after maintenance, takes out prefabricated post.
Preferably, it is also had follow steps before step 3): the rib template 12 is determined according to the thickness of prefabricated post Height and quantity, and the rib template 12 is connect with supporting element 13.
Preferably, it is also had follow steps in step 1): the longitudinal reinforcement end of prefabricated post is located in reinforcing bar positioning gear In the second through-hole 81 or groove of plate 8.
The embodiment of the present invention is described with above attached drawing, in the absence of conflict, the reality in the present invention The feature applied in example and embodiment can be combined with each other.The invention is not limited to above-mentioned specific embodiment, above-mentioned tool Body embodiment is only schematical, rather than limitation, those skilled in the art under the inspiration of the present invention, Without breaking away from the scope protected by the purposes and claims of the present invention, many forms can be also made, these belong to this Within the protection scope of invention.

Claims (10)

1. a kind of prefabricated post adjustable mold, which is characterized in that including bed die, the first side form, the second side form, first end mould and second Mould is held, first side form, the second side form, first end mould and second end mould enclose the space poured for prefabricated post;It is described First side form, the second side form are installed on the bed die, and the first end mould and second end mould are located at first side form and Between two side forms;The side in the first side form back on the space is provided with mounting portion, and the mounting portion is provided with bar shaped Hole, first side form are connect by fastener with the bed die, and the fastener passes through the strip-shaped hole of the mounting portion.
2. a kind of prefabricated post adjustable mold according to claim 1, which is characterized in that the lower end of second side form and institute It is hinged to state bed die, second side form can be overturn relative to the bed die.
3. a kind of prefabricated post adjustable mold according to claim 1 or 2, which is characterized in that first side form, second side Mould includes rib template and the supporting element on the outside of the rib template, and the height of the supporting element is greater than the rib The height of template, the supporting element are arranged at intervals with two or more along the length direction of first side form or the second side form; Preferably, U-type groove is offered at the top of the supporting element.
4. a kind of prefabricated post adjustable mold according to claim 3, which is characterized in that the rib template is in short transverse On be superimposed with two pieces or more, the rib template on bottom rib template is detachably connected with the supporting element;The branch The height of support member is greater than the superimposed total height of whole rib templates.
5. a kind of prefabricated post adjustable mold according to claim 3, which is characterized in that the supporting element uses channel steel;Institute Mounting portion is stated using channel steel.
6. a kind of prefabricated post adjustable mold according to claim 1, which is characterized in that the extending direction of the strip-shaped hole is flat Row is in the plane where the first end mould.
7. a kind of prefabricated post adjustable mold according to claim 1, which is characterized in that offer confession on the second end mould The first through hole that the longitudinal reinforcement of prefabricated post passes through;Reinforcing bar positioning baffle, the reinforcing bar positioning are detachably provided on bed die The second through-hole or groove of the longitudinal reinforcement end for positioning prefabricated post are offered on baffle.
8. a kind of production method of prefabricated post uses prefabricated post adjustable mold described in claim 1-7 any one, mainly The following steps are included:
1) longitudinal reinforcement of prefabricated post, is passed through the first through hole of second end mould by the steel reinforcement cage for, making prefabricated post, and steel reinforcement cage is placed On bed die;
2) spacing of first end mould and second end mould, is determined according to the length of prefabricated post;
3) it, determines the installation site of first side form according to the width of prefabricated post, and first side form is fixed on described On bed die, so that the spacing of first side form and the second side form is equal to the width of prefabricated post, first end mould and second end mould are solid It is equal to the length of prefabricated post due to the spacing between the first side form and the second side form and between first end mould and second end mould;
4), the top of the first side form and the second side form is fixed by Screw arbor with nut at both-ends;
5), casting concrete forms prefabricated post;
6), the second side form is opened in overturning after maintenance, takes out prefabricated post.
9. a kind of production method of prefabricated post according to claim 8, which is characterized in that also have before the step 3) Following steps: determining the height and quantity of the rib template according to the thickness of prefabricated post, and by the rib template with it is described Supporting element connection.
10. a kind of production method of prefabricated post according to claim 8, which is characterized in that also have in the step 1) Following steps: the longitudinal reinforcement end of prefabricated post is located in the second through-hole or groove of reinforcing bar positioning baffle.
CN201910770200.8A 2019-08-20 2019-08-20 Prefabricated column adjustable die and prefabricated column production method Active CN110394884B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201910770200.8A CN110394884B (en) 2019-08-20 2019-08-20 Prefabricated column adjustable die and prefabricated column production method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201910770200.8A CN110394884B (en) 2019-08-20 2019-08-20 Prefabricated column adjustable die and prefabricated column production method

Publications (2)

Publication Number Publication Date
CN110394884A true CN110394884A (en) 2019-11-01
CN110394884B CN110394884B (en) 2024-01-30

Family

ID=68328711

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201910770200.8A Active CN110394884B (en) 2019-08-20 2019-08-20 Prefabricated column adjustable die and prefabricated column production method

Country Status (1)

Country Link
CN (1) CN110394884B (en)

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111037735A (en) * 2019-12-30 2020-04-21 苏州杰通建筑工业有限公司 High-quality prefabricated column preparation process
CN111823364A (en) * 2020-07-10 2020-10-27 三能集成房屋股份有限公司 General assembling die
CN111844388A (en) * 2020-07-15 2020-10-30 汪冬青 Concrete prefabricated part mould
CN112824075A (en) * 2019-11-21 2021-05-21 浙江省东阳第三建筑工程有限公司 Adjustable four-foot cement stirrup mold
CN113043437A (en) * 2021-04-30 2021-06-29 上海圣奎机械科技有限公司 Vertical pressurizing die for producing A-level fireproof heat-insulation board
CN114012866A (en) * 2021-11-16 2022-02-08 上海电气风电集团股份有限公司 Adjustable polygonal mixed tower barrel template and tower barrel segment manufacturing method
CN114290495A (en) * 2021-12-31 2022-04-08 中国港湾工程有限责任公司 Precast column mould
CN114701048A (en) * 2022-05-20 2022-07-05 湖南三一快而居住宅工业有限公司 Template assembly, prefabricated post mould and prefabricated post production facility

Citations (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ES1066540U (en) * 2007-10-31 2008-02-01 Tecnimol S.L. Mold for pressing multiple formats (Machine-translation by Google Translate, not legally binding)
KR101196290B1 (en) * 2012-07-23 2012-11-06 윤승차 a manufacturing equipment of the dual insulative brick
CN204019700U (en) * 2014-06-16 2014-12-17 上海拜杰实业有限公司 Stair prefabricated components mould
CN104908149A (en) * 2015-06-30 2015-09-16 中铁二十三局集团有限公司 Template system of magnetic-levitation linear track beam and application method
CN205530244U (en) * 2016-01-04 2016-08-31 江苏汤辰机械装备制造有限公司 Concrete precast pile mould
CN106003388A (en) * 2016-07-29 2016-10-12 中民筑友科技投资有限公司 Combined die
CN107214818A (en) * 2017-07-24 2017-09-29 维拓客科技(深圳)有限公司 Section construction mould
CN107443547A (en) * 2017-08-21 2017-12-08 长沙远大住宅工业集团股份有限公司 The production equipment and production method of a kind of precast beam
CN207415639U (en) * 2017-07-24 2018-05-29 维拓客科技(深圳)有限公司 Section construction mold and precast concrete
CN207901380U (en) * 2017-12-25 2018-09-25 中建投(沈阳)易筑节能房屋科技有限公司 A kind of electrodeless adjustable wallboard special production mould therefor of achievable length thickness
CN208215612U (en) * 2018-04-24 2018-12-11 天津联东兴达科技有限公司 A kind of novel Precast Pier Columns steel form
CN109397489A (en) * 2018-11-09 2019-03-01 中建局集团建设发展有限公司 A kind of production mould of adjustable prefabricated fair-faced concrete
CN109397493A (en) * 2018-12-25 2019-03-01 远大住宅工业(杭州)有限公司 Die assembly precast floor slab chamfering rib mould and be made from it
CN208930481U (en) * 2018-06-25 2019-06-04 中民筑友房屋科技有限公司 A kind of side form fixing component and beam column mold
CN210850736U (en) * 2019-08-20 2020-06-26 湘潭远大住宅工业有限公司 Adjustable mould of prefabricated post

Patent Citations (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ES1066540U (en) * 2007-10-31 2008-02-01 Tecnimol S.L. Mold for pressing multiple formats (Machine-translation by Google Translate, not legally binding)
KR101196290B1 (en) * 2012-07-23 2012-11-06 윤승차 a manufacturing equipment of the dual insulative brick
CN204019700U (en) * 2014-06-16 2014-12-17 上海拜杰实业有限公司 Stair prefabricated components mould
CN104908149A (en) * 2015-06-30 2015-09-16 中铁二十三局集团有限公司 Template system of magnetic-levitation linear track beam and application method
CN205530244U (en) * 2016-01-04 2016-08-31 江苏汤辰机械装备制造有限公司 Concrete precast pile mould
CN106003388A (en) * 2016-07-29 2016-10-12 中民筑友科技投资有限公司 Combined die
CN107214818A (en) * 2017-07-24 2017-09-29 维拓客科技(深圳)有限公司 Section construction mould
CN207415639U (en) * 2017-07-24 2018-05-29 维拓客科技(深圳)有限公司 Section construction mold and precast concrete
CN107443547A (en) * 2017-08-21 2017-12-08 长沙远大住宅工业集团股份有限公司 The production equipment and production method of a kind of precast beam
CN207901380U (en) * 2017-12-25 2018-09-25 中建投(沈阳)易筑节能房屋科技有限公司 A kind of electrodeless adjustable wallboard special production mould therefor of achievable length thickness
CN208215612U (en) * 2018-04-24 2018-12-11 天津联东兴达科技有限公司 A kind of novel Precast Pier Columns steel form
CN208930481U (en) * 2018-06-25 2019-06-04 中民筑友房屋科技有限公司 A kind of side form fixing component and beam column mold
CN109397489A (en) * 2018-11-09 2019-03-01 中建局集团建设发展有限公司 A kind of production mould of adjustable prefabricated fair-faced concrete
CN109397493A (en) * 2018-12-25 2019-03-01 远大住宅工业(杭州)有限公司 Die assembly precast floor slab chamfering rib mould and be made from it
CN210850736U (en) * 2019-08-20 2020-06-26 湘潭远大住宅工业有限公司 Adjustable mould of prefabricated post

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
刘杰: "《铁路桥梁施工与维护》", 中国铁道出版社, pages: 97 - 108 *

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112824075A (en) * 2019-11-21 2021-05-21 浙江省东阳第三建筑工程有限公司 Adjustable four-foot cement stirrup mold
CN111037735A (en) * 2019-12-30 2020-04-21 苏州杰通建筑工业有限公司 High-quality prefabricated column preparation process
CN111823364A (en) * 2020-07-10 2020-10-27 三能集成房屋股份有限公司 General assembling die
CN111823364B (en) * 2020-07-10 2021-08-27 三能集成房屋股份有限公司 General assembling die
CN111844388A (en) * 2020-07-15 2020-10-30 汪冬青 Concrete prefabricated part mould
CN113043437A (en) * 2021-04-30 2021-06-29 上海圣奎机械科技有限公司 Vertical pressurizing die for producing A-level fireproof heat-insulation board
CN114012866A (en) * 2021-11-16 2022-02-08 上海电气风电集团股份有限公司 Adjustable polygonal mixed tower barrel template and tower barrel segment manufacturing method
CN114012866B (en) * 2021-11-16 2023-01-31 上海电气风电集团股份有限公司 Adjustable polygonal mixed tower barrel template and tower barrel segment manufacturing method
CN114290495A (en) * 2021-12-31 2022-04-08 中国港湾工程有限责任公司 Precast column mould
CN114701048A (en) * 2022-05-20 2022-07-05 湖南三一快而居住宅工业有限公司 Template assembly, prefabricated post mould and prefabricated post production facility
CN114701048B (en) * 2022-05-20 2023-09-22 湖南三一快而居住宅工业有限公司 Template assembly, prefabricated column mould and prefabricated column production facility

Also Published As

Publication number Publication date
CN110394884B (en) 2024-01-30

Similar Documents

Publication Publication Date Title
CN110394884A (en) A kind of prefabricated post adjustable mold and prefabricated column production method
CN105888108B (en) Built-in positioning prefabricated component reinforced concrete shear wall and construction method
CN104088461B (en) Y type cast-in-situ concrete columns template system and construction method thereof
CN201232357Y (en) Adjustable retention hole mould of building floor pipeline
CN105625187A (en) Method for constructing concrete for large-section inclined column
CN207189920U (en) A kind of prefabricated concrete retaining wall die device
CN207327246U (en) A kind of precast beam molding die
CN206800800U (en) Horizontal reinforcement distance piece
CN211541689U (en) Template device for cushion stone
CN110670873B (en) Support system of steel formwork of ultrahigh large-section concrete column and construction method
CN105113799B (en) Prearranged adjustable clamping fixture of large embedded part and construction method thereof
CN201649632U (en) Adjusting and positing frame of variable-section square column template
CN107891511B (en) Separated prefabricated bay window die
CN210850736U (en) Adjustable mould of prefabricated post
CN207495736U (en) A kind of support device for side form
CN214272109U (en) Ground beam formwork device
CN205529929U (en) Whole shaping die carrier of case back slab muscle
CN107972159A (en) A kind of support device and prefabricated components production method for side form
CN211312114U (en) Found along stone concrete back and integrative casting die of sleeper beam
CN209836812U (en) Rail-mounted movable shaping mould frame
CN210798079U (en) Floor reinforcing bar protective layer thickness control device
CN105298140A (en) Reinforcing steel bar positioning frame and positioning method for constructing external shear walls
CN213563423U (en) Prefabricated post exposes spacing mount of reinforcing bar
CN205476470U (en) Pre -buried mould of housing construction construction blank bolt hole for platform installation
CN215254696U (en) Beam rib steel bar group stand for rib type floor cast-in-place construction

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant