CN110774421A - Modular mold for pouring prefabricated stand column - Google Patents

Modular mold for pouring prefabricated stand column Download PDF

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Publication number
CN110774421A
CN110774421A CN201910655211.1A CN201910655211A CN110774421A CN 110774421 A CN110774421 A CN 110774421A CN 201910655211 A CN201910655211 A CN 201910655211A CN 110774421 A CN110774421 A CN 110774421A
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China
Prior art keywords
mold
template
side form
die
mold plate
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CN201910655211.1A
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CN110774421B (en
Inventor
宁英杰
何智钢
潘森兵
斯振兴
黄祎涵
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Shaoxing Chengtou Construction Industrialization Manufacturing Co Ltd
Zhejiang Communications Construction Group Co Ltd
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Shaoxing Chengtou Construction Industrialization Manufacturing Co Ltd
Zhejiang Communications Construction Group Co Ltd
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Priority to CN201910655211.1A priority Critical patent/CN110774421B/en
Publication of CN110774421A publication Critical patent/CN110774421A/en
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    • 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
    • B28B7/0029Moulds or moulding surfaces not covered by B28B7/0058 - B28B7/36 and B28B7/40 - B28B7/465, e.g. moulds assembled from several parts
    • 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

Abstract

The utility model provides a modularization mould for prefabricated stand is pour, aims at solving among the prior art and need customize according to the size of stand to the mould that prefabricated stand processed, and a large amount of moulds are the technical problem who is abandoned after stand grout processing once. The side form of the modular structure is formed by splicing side form sections with different lengths, a rainwater groove along the thickness direction of the side form sections is formed in the inner wall surfaces of the side form sections, the side form sections comprise wide templates and narrow templates, the side form sections are formed by splicing the wide templates and the narrow templates in a staggered mode, a positioning assembly for positioning a steel bar framework is arranged on the bottom form connected with one end surface of the side form, the side form and the bottom form are installed to form a complete processing mold, a grouting groove along the length direction of the side form is formed in the middle of the processing mold, and the steel bar framework is located in the grouting groove and is tightly attached to the inner wall surfaces of the side form. The invention can process the upright posts with different sizes by using a group of modularized side molds, thereby reducing the production cost.

Description

Modular mold for pouring prefabricated stand column
Technical Field
The invention relates to the field of building construction, in particular to a modular mold for pouring a prefabricated stand column.
Background
Along with the popularization of the bridge prefabrication and assembly construction process in urban bridge construction, the bridge construction gradually goes to standardization due to the appearance of a large number of prefabricated stand columns and prefabricated capping beams. The existing upright post processing usually processes an upright post mould meeting the size requirement in a factory after obtaining various data of the upright post, and then processes the upright post by pouring through a concrete mould, when the height of the upright post required by a construction site is different, a plurality of moulds with different heights need to be correspondingly processed, after the upright post processing is finished, the used mould is abandoned because the height of the used mould is not consistent with the height requirement of the upright post of a new construction site, meanwhile, the mould with the corresponding height needs to be processed according to the height of the new upright post when the upright post is produced in the factory, so that a large number of moulds are abandoned after one-time grouting processing, the abandoned quantity of the moulds generated by the factory due to the size is far larger than the natural abandoned quantity of the moulds, on one hand, a large amount of waste of materials is caused, the production cost of the factory is higher, on the other hand, a large amount of time is needed, the processing efficiency of the stand column is low, and the production income of a factory cannot be guaranteed.
Chinese patent No. CN 105442455B discloses a prefabricated upright column casting system for vertical casting of a horizontal formwork and a construction method thereof, including: modularization side form, die block, strutting arrangement and pour the pedestal, wherein, modularization side form and die block are used for constituteing the template system, strutting arrangement is used for supporting modularization side form and die block in order to accomplish horizontal formwork, pour the fixed setting of pedestal and in pouring position department, it is used for the support the die block is so that support after vertical upset the template system, pour the pedestal including be used for with the die block carries out fixed connection structure.
The modularized side die is introduced into the processing of the template system, the original integrated side die structure is split into the modularized side die structures with different lengths along the length direction of the side die, when the height of the side die needs to be changed, the number of the modularized side dies is increased or reduced on the basis of the original side die, the height and the size of the side die are changed very conveniently, the traditional processing mode that one stand column with the same size corresponds to one side die is abandoned, so that the modularized die set with the same cross section size can process a plurality of stand columns with different heights, the processing material is saved, and the production cost is reduced; however, the above invention only processes the columns with the same cross-sectional size and different heights, and when the cross-sectional size of the column changes, the modular side molds with the same size still need to be correspondingly processed, and the processing of the columns with different cross-sectional sizes and different height sizes by one group of modular side molds cannot be realized.
Disclosure of Invention
The invention provides a modular mold for casting a prefabricated stand column, which aims to solve the technical problems that molds for machining the prefabricated stand column in the prior art need to be customized according to the size of the stand column, and a large number of molds are discarded after one-time stand column grouting machining.
In order to achieve the above object, the present invention adopts the following technical solutions.
The utility model provides a modularization mould for prefabricated stand is pour, including die block and the side form of being connected with the die block is dismantled, modular structure's side form is formed by the concatenation of the side form section that length can vary, be equipped with the rainwater groove along its thickness direction on the internal face of side form section, the side form section includes wide template and narrow template, the side form section is formed by the crisscross concatenation of wide template and narrow template, be equipped with the locating component who advances line location to the framework of steel reinforcement on the die block that links to each other with a terminal surface of side form, form complete processing mold after the installation of side form and die block is accomplished, the middle part of processing mold is equipped with the grout groove along its length direction, the framework of steel reinforcement is located the grout inslot and hugs closely with the internal face of side.
In the invention, the side die is of a modular structure and is formed by splicing a plurality of side die sections with different lengths, in order to ensure that the length of the side die can be quickly adjusted according to requirements, in the splicing process of the side die sections, the side die section with the longer length is positioned in the middle of the side die, the side die section with the shorter length is positioned at two ends of the side die section with the longer length, and the side die section connected with the bottom die is the side die section with the shortest length; when the length of the side die needs to be increased according to the preset length, the side die section with longer length can be directly increased at the end part of the side die, and if the length of the increased side die is greater than the preset length, the side die section with shorter end part is removed before the longer side die section is increased; when the length of the side die needs to be shortened according to the preset length, if the shortened length is shorter, the side die section with the shorter end part of the side die is directly removed, if the shortened length is longer, the side die section with the longer middle part of the side die is removed, and then the free shorter side die sections are spliced; the side die sections are connected according to the arrangement mode, and based on the principle of optimized combination, the times of disassembling and splicing the side die sections are the least no matter the length of the side die is shortened or increased. When the mold is grouted to process the stand column, the stand column after grouting generally needs to be subjected to standing aging treatment on an unshielded processing field for about seven days, when concrete in the mold encounters rainwater weather when not being solidified, rainwater can accumulate inside the stand column to cause the solidification process of the stand column to be slow, and the strength and the quality of the processed stand column cannot be guaranteed. According to the invention, the side die consists of a wide die plate and a narrow die plate, the side die and the bottom die are installed to form a complete processing die, the middle part of the processing die is provided with a grouting groove along the length direction of the processing die, and the reinforcement cage is positioned in the grouting groove and clings to the inner wall surface of the side die; when the upright column with a larger cross section needs to be processed, the original narrow template is replaced by the narrow template with a larger size, and the cross section of the upright column can be enlarged. The invention can realize that a group of modularized side molds can process the stand columns with different cross section sizes and different height sizes, thereby saving processing materials and reducing production cost.
Preferably, the wide template comprises a first template and a third template, the narrow template comprises a second template and a fourth template, the side planes of the first template, the second template, the third template and the fourth template are sequentially spliced through finish-rolled deformed steel bars, and the side planes which are not spliced in the fourth template and the first template are butted through finish-rolled deformed steel bars, so that the hollow cube-shaped side template section is formed.
The side mould section is formed by butt joint and splicing side planes of the first template, the second template, the third template and the fourth template, all templates in the side mould section are fixed through finish rolling deformed steel bars, and the formed side mould section is in a hollow cube shape; finish rolling screw-thread steel can realize quick fixed and connection stability is high, can guarantee when improving machining efficiency that the intensity of side mould section is up to standard.
Preferably, the first template and the third template both comprise bodies and connecting plates, the two symmetrically-arranged connecting plates are respectively connected with one side plane of each body, an included angle between each connecting plate and each body is an obtuse angle, and the cross sections of the second template and the fourth template are rectangular.
The wide template comprises two connecting plates which are symmetrically arranged, the two connecting plates are respectively connected with a side plane of the body, an included angle between each connecting plate and the body is an obtuse angle, the cross section size of the grouting groove formed after the wide template and the narrow template are connected in a staggered mode is large due to the design, the side mold section formed by the wide template and the narrow template has extensibility, and the size of the narrow template can be changed greatly as long as the size of the grouting groove is slightly changed.
Preferably, the rainwater tank is connected with the first template through bolts, and when the rainwater tank on the first template is detached, the bolt holes for connecting the rainwater tank on the first template are additionally provided with the grout stop plugs to prevent leakage.
The rain gutter is connected with the first template through bolts, but the rain gutter is not necessary, and when the upright post is processed in a dry environment or indoors, the rain gutter can be detached from the template to reduce the weight of the template; when the rainwater groove is dismantled from the template, the screw hole that is used for connecting the rainwater groove on the template can take place to leak thick liquid phenomenon at the grout in-process, and at this moment, need establish at the screw hole before the grout and stop the thick liquid stopper and come the leak protection additional.
Preferably, the bottom mold is rectangular plate-shaped, chamfers are arranged at four corners of the bottom mold, a plurality of positioning holes penetrating through the bottom mold in the thickness direction are formed in the bottom mold, the positioning holes are arranged in a rectangular shape, and the positioning holes are located on an inner offset line of the outer edge of the bottom mold.
The bottom die is rectangular plate-shaped, and chamfers are arranged at four corners of the bottom die for preventing a carrier from being scratched in the carrying process.
Preferably, the locating component comprises a cylindrical sleeve and a bottom plug, the bottom plug is used for preventing the locating hole from leaking slurry, a rubber column in the bottom plug penetrates through the locating hole to locate the sleeve located at the upper end of the bottom die, the inner wall surface of the sleeve is tightly attached to the rubber column, one end of a vertical steel bar along the length direction of the side die is located in the sleeve, and the vertical steel bar and a transverse steel bar perpendicular to the vertical steel bar jointly form a steel bar framework.
The sleeve is used for fixing a position the vertical reinforcing bar in the framework of steel reinforcement, because sleeve and die block are the component of two separations, the sleeve needs to be installed on the die block through the end stopper, and the rubber post in the end stopper passes the locating hole and fixes a position the sleeve that is located the die block upper end, and telescopic internal face is hugged closely to the rubber post simultaneously to take place the hourglass thick liquid phenomenon in preventing grout in-process sleeve and the locating hole.
Preferably, two adjacent side die sections are connected through bolts, and the two side die sections after butt joint are positioned through positioning pins.
After two adjacent side mould sections pass through bolted connection, the side mould section takes place to take place to leak thick liquid phenomenon easily after the dislocation, therefore needs to fix a position two side mould sections through the locating pin, guarantees that the butt joint of side mould section is accurate, avoids leaking the emergence of thick liquid phenomenon.
Preferably, the side die is connected with the bottom die through a bolt, and the side die and the bottom die which are in butt joint connection are positioned through a positioning pin.
After the side die and the bottom die are connected through the bolts, the side die section and the bottom die need to be positioned through the positioning pins, and the steel reinforcement framework in the processed stand column is prevented from being eccentric due to inaccurate butt joint.
In conclusion, the invention has the following beneficial effects: (1) the modular die can process the stand columns with different cross section sizes and different height sizes, so that processing materials can be saved, and the production cost is reduced; (2) the rainwater groove along the thickness direction is arranged on the inner wall surface of the side mould section, the aging treatment of the stand column can be carried out in a humid environment, and the strength and the quality of the stand column can be guaranteed.
Drawings
Fig. 1 is a schematic view of the overall structure of the present invention.
FIG. 2 is a schematic diagram of the construction of one side mold segment of the present invention.
FIG. 3 is a schematic view of another side mold segment according to the present invention.
FIG. 4 is a schematic structural view of the bottom mold of the present invention.
Fig. 5 is a schematic structural view of the first template in the present invention.
Fig. 6 is a schematic structural view of a positioning assembly of the present invention.
FIG. 7 is a schematic view of the installation of the grout stop plug of the present invention.
In the figure: 1. the device comprises a bottom die, a chamfer, a 1b, a positioning hole, a 2 side die, a 3 side die section, a 31 wide die plate, a 32 narrow die plate, a 3a first die plate, a 3b second die plate, a 3c third die plate, a 3d fourth die plate, a 4 rainwater groove, a 5 positioning component, a 5a sleeve, a 5b bottom plug, a 5c rubber column, a 5d bolt, a 5e nut, a 6 grouting groove, a 7 body, a 8 connecting plate, a 9 bolt hole, a 10, a grout stop plug, a 11 positioning pin, a 12 and a connecting seat.
Detailed Description
Reference will now be made in detail to embodiments of the present invention, examples of which are illustrated in the accompanying drawings, wherein like or similar reference numerals refer to the same or similar elements or elements having the same or similar function throughout. The embodiments described below with reference to the accompanying drawings are illustrative only for the purpose of explaining the present invention, and are not to be construed as limiting the present invention.
In the description of the present invention, it is to be understood that the terms "longitudinal", "lateral", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", and the like, indicate orientations or positional relationships based on those shown in the drawings, and are used merely for convenience of description and for simplicity of description, and do not indicate or imply that the referenced devices or elements must have a particular orientation, be constructed in a particular orientation, and be operated, and thus, are not to be construed as limiting the present invention.
In the description of the present invention, it should be noted that, unless otherwise explicitly specified or limited, the terms "mounted," "connected," and "connected" are to be construed broadly, e.g., as meaning either a fixed connection, a removable connection, or an integral connection; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meanings of the above terms in the present invention can be understood in specific cases to those skilled in the art.
Example (b):
as shown in fig. 1 to 5, a modular mold for casting a prefabricated stand column comprises a bottom mold 1 and a side mold 2 detachably connected with the bottom mold, wherein the side mold of the modular structure is formed by splicing side mold sections 3 with different lengths, a rainwater groove 4 along the thickness direction of the side mold sections is arranged on the inner wall surfaces of the side mold sections, the side mold sections comprise a wide mold plate 31 and a narrow mold plate 32, the side mold sections are formed by splicing the wide mold plate and the narrow mold plate in a staggered manner, a positioning assembly 5 for positioning a steel bar framework is arranged on the bottom mold connected with one end surface of the side mold, a complete processing mold is formed after the side mold and the bottom mold are installed, a grouting groove 6 along the length direction of the processing mold is arranged in the middle of the processing mold, and the steel bar framework is positioned in the grouting groove and is tightly attached to the; the wide template comprises a first template 3a and a third template 3c, the narrow template comprises a second template 3b and a fourth template 3d, the side planes of the first template, the second template, the third template and the fourth template are sequentially spliced through finish rolling deformed steel bars, and the side planes which are not spliced in the fourth template and the first template are butted through finish rolling deformed steel bars to form a hollow cubic side template section; the first template and the third template both comprise a body 7 and connecting plates 8, the two symmetrically arranged connecting plates are respectively connected with one side plane of the body, an included angle between each connecting plate and the body is an obtuse angle, and the cross sections of the second template and the fourth template are rectangular; the rainwater tank is connected with the first template through bolts, and when the rainwater tank on the first template is detached, the bolt holes 9 for connecting the rainwater tank on the first template are used for preventing leakage by additionally arranging a grout stop plug 10; the bottom die is rectangular plate-shaped, chamfers 1a are arranged at four corners of the bottom die, a plurality of positioning holes 1b penetrating through the bottom die in the thickness direction are formed in the bottom die, the positioning holes are arranged in a rectangular shape, and the positioning holes are located on an inner offset line of the outer edge of the bottom die; the positioning assembly comprises an annular columnar sleeve 5a and a bottom plug 5b for preventing a positioning hole from leaking slurry, a rubber column 5c in the bottom plug penetrates through the positioning hole to position the sleeve positioned at the upper end of the bottom die, one end of a vertical steel bar in the length direction of the side die is positioned in the sleeve, and the vertical steel bar and a transverse steel bar perpendicular to the vertical steel bar form a steel bar framework together; two adjacent side mould sections are connected through bolts, and the two side mould sections after butt joint are positioned through positioning pins 11; the side die is connected with the bottom die through a bolt, and the side die and the bottom die which are in butt joint connection are positioned through a positioning pin.
According to the invention, the prefabrication processing process of the stand column is that a rubber column in a bottom plug penetrates through a positioning hole to position a sleeve positioned at the upper end of a bottom die, the bottom plug is fixed on the bottom die through a bolt, one end of a vertical steel bar is positioned in the sleeve, the vertical steel bar is positioned through a positioning assembly on the bottom die to form the outer edge of a steel bar framework, and then the vertical steel bar is reinforced through a transverse steel bar to form a complete steel bar framework; selecting a wide template and a narrow template with corresponding sizes according to the size of the upright column, flatly placing the first template on the concrete ground, splicing the second template with the side plane of the first template, adopting a vertical support steel pipe with adjustable length to support the templates in the installation process of the templates, splicing the fourth template with the other side plane of the first template in a butt joint way, after the first template, the second template and the fourth template form a U-shaped structure, splicing a plurality of side mould sections in the U-shaped structure in the height direction to form a side mould structure which is consistent with the height of the upright column to be processed, arranging connecting seats 12 at the butt joint positions of the side mould sections on the side mould, hoisting a steel bar framework into a groove-shaped structure formed by the three side mould plates, then sealing the third template, splicing two connecting plates of the third template with the side planes of the second template and the fourth template respectively, in the process, the splicing side planes of the first template, the second template, the third template and the fourth template are connected through finish-rolled deformed steel bars, and different side mold sections are connected through bolts, so that positioning pins are required to be additionally arranged between the adjacent side mold sections for positioning in order to ensure accurate positioning and avoid dislocation between the different side mold sections; in addition, before all the templates are assembled, all the templates need to be cleaned and sprayed with a release agent; hoisting the mold and the internal steel reinforcement framework from horizontal placement to vertical placement, and pouring the upright column by grouting into the grouting groove by using a pump truck; after concrete pouring is completed and the stand column reaches a certain strength, the stand column is lifted out of the grouting groove and moved to a proper position for aging treatment, bolts between different side mold sections are dismantled, finish rolling deformed steel bars between different templates are unscrewed, and finally the split templates are placed according to the wide templates and the narrow templates in a classified mode.

Claims (8)

1. The utility model provides a modularization mould for prefabricated stand is pour, a serial communication port, including the die block and can dismantle the side form of being connected with the die block, modular structure's side form is formed by the concatenation of the side form section that length can vary, be equipped with the rainwater groove along its thickness direction on the internal face of side form section, the side form section includes wide template and narrow template, the side form section is formed by the crisscross concatenation of wide template and narrow template, be equipped with the locating component who advances line location to the framework of steel reinforcement on the die block that links to each other with a terminal surface of side form, form complete mold processing after the installation of side form and die block is accomplished, the middle part of mold processing is equipped with the grout groove along its length direction, the framework of steel reinforcement is located the grout inslot and hugs closely with the internal face.
2. The modular mold for casting the prefabricated stand column as claimed in claim 1, wherein the wide mold plate comprises a first mold plate and a third mold plate, the narrow mold plate comprises a second mold plate and a fourth mold plate, the side planes of the first mold plate, the second mold plate, the third mold plate and the fourth mold plate are sequentially spliced through finish-rolled deformed steel bars, and the side planes of the fourth mold plate and the first mold plate which are not spliced are butted through the finish-rolled deformed steel bars, so that a hollow cube-shaped side mold section is formed.
3. The modular mold for pouring the prefabricated stand column as claimed in claim 2, wherein the first mold plate and the third mold plate each comprise a body and two connecting plates, the two connecting plates are symmetrically arranged and connected with one side plane of the body respectively, an included angle between each connecting plate and the corresponding body is an obtuse angle, and the cross sections of the second mold plate and the fourth mold plate are rectangular.
4. The modular mold for pouring the prefabricated stand column as claimed in claim 1, wherein the rainwater tank is connected with the first template through bolts, and when the rainwater tank on the first template is detached, the bolt holes on the first template for connecting the rainwater tank are leakproof through adding a grout stop plug.
5. The modular mold for casting the prefabricated stand column as claimed in claim 1, 2 or 4, wherein the bottom mold is rectangular plate-shaped, four corners of the bottom mold are provided with chamfers, the bottom mold is provided with a plurality of positioning holes penetrating along the thickness direction of the bottom mold, the positioning holes are arranged in a rectangular shape, and the positioning holes are located on an inner offset line of the outer edge of the bottom mold.
6. The modular mold for pouring the prefabricated stand columns according to claim 5, wherein the positioning assembly comprises a sleeve in an annular column shape and a bottom plug for preventing slurry leakage of positioning holes, a rubber column in the bottom plug penetrates through the positioning holes to position the sleeve at the upper end of the bottom die, one end of a vertical steel bar in the length direction of the side die is located in the sleeve, and the vertical steel bar and a transverse steel bar perpendicular to the vertical steel bar jointly form a steel reinforcement framework.
7. A modular mold for casting precast columns according to claim 1, 2 or 4, wherein two adjacent side mold sections are connected through bolts, and the two side mold sections after butt joint are positioned through positioning pins.
8. The modular mold for casting the prefabricated stand column as claimed in claim 1, 2 or 4, wherein the side mold is connected with the bottom mold through bolts, and the side mold and the bottom mold after butt joint are positioned through positioning pins.
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CN112281667A (en) * 2020-10-24 2021-01-29 周团结 Road and bridge construction pouring plate device
CN112536911A (en) * 2020-11-25 2021-03-23 中铁大桥局上海工程有限公司 Integral construction method for bridge prefabricated stand column
CN112589995A (en) * 2020-11-25 2021-04-02 中铁大桥局上海工程有限公司 Protection device for prefabricated upright column reinforcing steel bar frame protective layer cushion block and construction method thereof
CN112606174A (en) * 2020-11-25 2021-04-06 中铁大桥局上海工程有限公司 Prefabricated stand column template and rapid and accurate splicing method thereof
CN112720810A (en) * 2020-12-28 2021-04-30 南京珊秀科技有限公司 Pouring forming system for manufacturing prestressed concrete pipe pile
CN113084972A (en) * 2021-03-30 2021-07-09 庐江县建川水泥制品有限公司 Rapid molding system and method for cement prefabricated member
CN113585090A (en) * 2021-09-01 2021-11-02 江苏江海杭萧绿色建筑科技有限公司 Support with assembled steel construction of easily dismantling
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CN207686275U (en) * 2017-12-07 2018-08-03 广州市艺达机械有限公司 A kind of scalable plate device for building

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CN111300603A (en) * 2020-02-19 2020-06-19 王若文 Concave round head pile manufacturing equipment and manufacturing method
CN111300603B (en) * 2020-02-19 2021-06-29 江西省华群建设工程有限公司 Concave round head pile manufacturing equipment and manufacturing method
CN111516098A (en) * 2020-06-03 2020-08-11 安徽绪稻康建筑工程咨询有限公司 Pouring forming equipment for building cement column
CN112281667A (en) * 2020-10-24 2021-01-29 周团结 Road and bridge construction pouring plate device
CN112589995B (en) * 2020-11-25 2022-05-06 中铁大桥局上海工程有限公司 Protection device for prefabricated upright column reinforcing steel bar frame protective layer cushion block and construction method thereof
CN112536911A (en) * 2020-11-25 2021-03-23 中铁大桥局上海工程有限公司 Integral construction method for bridge prefabricated stand column
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CN112606174A (en) * 2020-11-25 2021-04-06 中铁大桥局上海工程有限公司 Prefabricated stand column template and rapid and accurate splicing method thereof
CN112606174B (en) * 2020-11-25 2022-05-20 中铁大桥局上海工程有限公司 Prefabricated stand column template and rapid and accurate splicing method thereof
CN112720810A (en) * 2020-12-28 2021-04-30 南京珊秀科技有限公司 Pouring forming system for manufacturing prestressed concrete pipe pile
CN113084972A (en) * 2021-03-30 2021-07-09 庐江县建川水泥制品有限公司 Rapid molding system and method for cement prefabricated member
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CN113954230A (en) * 2021-10-28 2022-01-21 浙江交工集团股份有限公司 Processing method of prefabricated hollow pier

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