CN209466398U - Prefabricated beam steel end mould and beam forms processed - Google Patents

Prefabricated beam steel end mould and beam forms processed Download PDF

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Publication number
CN209466398U
CN209466398U CN201821689948.2U CN201821689948U CN209466398U CN 209466398 U CN209466398 U CN 209466398U CN 201821689948 U CN201821689948 U CN 201821689948U CN 209466398 U CN209466398 U CN 209466398U
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CN
China
Prior art keywords
sealing end
side plate
section
sealing
under
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN201821689948.2U
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Chinese (zh)
Inventor
孟宏志
陈卫
罗盛强
周洋
唐寅
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.)
Guangzhou Railway Group Engineering Co Ltd
China Railway Sixth Group Co Ltd
Guangzhou Engineering Co Ltd of China Railway Sixth Group Co Ltd
Original Assignee
Guangzhou Railway Group Engineering Co Ltd
China Railway Sixth Group 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 Guangzhou Railway Group Engineering Co Ltd, China Railway Sixth Group Co Ltd filed Critical Guangzhou Railway Group Engineering Co Ltd
Priority to CN201821689948.2U priority Critical patent/CN209466398U/en
Application granted granted Critical
Publication of CN209466398U publication Critical patent/CN209466398U/en
Expired - Fee Related legal-status Critical Current
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Abstract

This application involves road and bridge construction technique fields, and more particularly, to a kind of prefabricated beam steel end mould and beam forms processed, prefabricated beam steel end mould includes: section on sealing end, the lower section of sealing end, the first sealing end side plate and the second sealing end side plate;Wherein, section is sequentially connected and connects with the first sealing end side plate, the lower section of sealing end and the second sealing end side plate on sealing end, constitutes frame structure;The both ends saved on sealing end are respectively arranged with the widened section extended along the direction saved on sealing end is directed away from, this prefabricated beam steel end mould avoids integral type end die of precast beam structure, but use assembling-type precast beam-ends mould, assembling process is simple to operation, it can satisfy a variety of beam demands processed, while efficiently completion precast beam pours work, quality efficiency is improved, saves great amount of cost.

Description

Prefabricated beam steel end mould and beam forms processed
Technical field
This application involves road and bridge technical fields, more particularly, to a kind of prefabricated beam steel end mould and beam forms processed.
Background technique
Currently, during end die of precast beam is manufactured integral type end mould is mostly used greatly, and wooden end mould is more, Using and storage during be easily deformed and be damaged, it is different according to various precast beam beam lengths, needed in actual use situation Processing and finishing to be repeated to end die of precast beam, expense is caused constantly to rise, and is difficult to be utilized again after modifying, so that Utilization rate substantially reduces, and causes economic loss.
Utility model content
The application's is designed to provide a kind of prefabricated beam steel end mould and beam forms processed, to solve to exist in the prior art Integral type end die of precast beam, actual use situation in need end die of precast beam to be repeated processing and finishing, cause into This raising, the technical issues of influencing construction progress, and be difficult to be utilized again after modifying, so that utilization rate substantially reduces, cause Economic loss.
This application provides a kind of prefabricated beam steel end moulds, comprising: saved on sealing end, block lower section, the first sealing end side plate with And second sealing end side plate;Wherein, section and section and second envelope under the first sealing end side plate, the sealing end on the sealing end End side plate, which is sequentially connected, to be connect, and frame structure is constituted;The both ends saved on the sealing end are respectively arranged with along being directed away from sealing end The widened section that the direction of section extends.
In the above-mentioned technical solutions, further, it is saved on the sealing end and the side saved under the sealing end is provided with row Aisle, the walking road is used to provide walking space for beam field staff, and is provided with guardrail, the shield on the walking road Column is used to protect the safety of staff.
In any of the above-described technical solution, further, section is strip structure on the sealing end, and on the sealing end on section Multiple lifting lugs are additionally provided with, multiple lifting lugs are for connecting gantry crane.
In any of the above-described technical solution, further, the first sealing end side plate includes being sequentially connected the first side connect It is saved under section and the first side plate on plate;One end saved on first side plate and saving on the sealing end is connected, first side One end saved under plate and saving under the sealing end is connected;
The second sealing end side plate includes being sequentially connected on the second side plate connect to save under section and the second side plate;Described second One end saved on side plate and saving on the sealing end is connected, and one end saved under second side plate and saving under the sealing end is connected It connects.
In any of the above-described technical solution, further, under the sealing end section is strip structure, and section is gone back under the sealing end Including lug boss, the center position on the surface of the strip structure is arranged in the lug boss.
In any of the above-described technical solution, further, section is section on steel sealing end, first sealing end side on the sealing end Plate is that steel first blocks side plate, the second sealing end side plate is that section is under rigid sealing end under the sealing end side plate of steel second and the sealing end Section.
In any of the above-described technical solution, further, section, the first sealing end side plate, described second on the sealing end Multiple anchor holes are provided on section under sealing end side plate and the sealing end, and section, the first sealing end side plate, institute on the sealing end It states and offers multiple through-holes being connected with the anchor hole on section under the second sealing end side plate and the sealing end.
In any of the above-described technical solution, further, the gasket seal is arranged at the anchor hole, the gasket Piece in filling process for preventing anchor hole spillage.
In any of the above-described technical solution, further, section, the first sealing end side plate, described second on the sealing end Mounting hole is provided on the edge saved under sealing end side plate and the sealing end, the mounting hole is for connecting the prefabricated joist steel End mould processed and prefabricated beam side.
Present invention also provides a kind of beam forms processed, including prefabricated beam steel end mould described in any of the above-described technical solution, Thus, whole advantageous effects with the device, here, repeating no more.
Compared with prior art, the application has the beneficial effect that
Prefabricated beam steel end mould provided by the present application, comprising: saved on sealing end, block lower section, the first sealing end side plate and the Two sealing end side plates;Wherein, section blocks side plate with the first sealing end side plate, second on sealing end and the lower section of sealing end is sequentially connected and connects, structure At " returning " font frame structure;The both ends saved on sealing end are respectively arranged with the first widened section and the second widened section, and first adds Wide section and the second widened section extend each along the direction saved on sealing end is directed away from.
Specifically, this prefabricated beam steel end mould when in use, by other portions such as prefabricated beam steel end mould and prefabricated beam side Divide connection, constitutes complete precast beam production template, complete precast beam and pour work, precast beam is less prone in casting process Situations such as holding moding shape, damage, acceptable list twin beams share, reduce expenses, avoid unnecessary loss;According to pouring different length The demand for spending precast beam can select the suitable widened section of size to be connected to the both ends saved on sealing end according to demand, can meet not With the demand of manufacturing of length precast beam, and section, the first sealing end side plate, the second sealing end side plate and the lower section of sealing end can on blocking By retain original structure, in the form of and size remain unchanged so that sealing end on section, first sealing end side plate, second sealing end side plate with And the lower enough recyclings of energy conservation of sealing end, save the cost, widened section are also applicable on other sealing ends on section, are recycled, Further save cost., can be by integral shift after the completion of this prefabricated beam steel end mould use, it can also will section on sealing end, the One sealing end side plate, the second sealing end side plate and the lower section each section of sealing end are split, and convenient for maintenance and are saved, are not generated useless Material, and save parking space.
As it can be seen that this prefabricated beam steel end mould avoids integral type end die of precast beam structure, but use assembling-type precast beam Mould is held, assembling process is simple to operation, it can satisfy a variety of beam demands processed, while efficiently completion precast beam pours work, energy Section on sealing end, the first sealing end side plate, the second sealing end side plate and the lower utilization rate saved of sealing end are effectively promoted, quality effect is improved Rate saves great amount of cost;It selects the suitable widened section of size to be connected to the both ends saved on sealing end according to different demands, can meet Different length precast beam manufactures demand, and widened section is reusable, further saves cost;It is poured when completing precast beam When building work, this prefabricated beam steel end mould can be split, not generate waste material, each section split can also be protected It supports, prolongs the service life, and blocked after splitting and save each section under section, the first sealing end side plate, the second sealing end side plate and sealing end It is small in size, it is easy to save, saves parking space.
Prefabricated beam mould provided by the present application, including prefabricated beam steel end mould described above, thus, by this precast beam Prefabricated beam mould made of the die combination of steel end, it is same that there is the extension service life, promote utilization rate, be easy to save and save storage The advantages such as space.
Detailed description of the invention
It, below will be to specific in order to illustrate more clearly of the application specific embodiment or technical solution in the prior art Embodiment or attached drawing needed to be used in the description of the prior art be briefly described, it should be apparent that, it is described below Attached drawing is some embodiments of the application, for those of ordinary skill in the art, before not making the creative labor It puts, is also possible to obtain other drawings based on these drawings.
Fig. 1 is the structural schematic diagram of prefabricated beam steel end mould provided by the embodiments of the present application;
Fig. 2 is the another structural schematic diagram of prefabricated beam steel end mould provided by the embodiments of the present application;
Fig. 3 is the another structural schematic diagram of prefabricated beam steel end mould provided by the embodiments of the present application;
Fig. 4 is the partial structure diagram of prefabricated beam steel end mould provided by the embodiments of the present application.
Appended drawing reference:
It is saved on 1- sealing end, 101- walking road, 102- guardrail, 103- lifting lug, the lower section of 2- sealing end, 201- lug boss, 3- first Side plate is blocked, saves on the first side plate of 301-, is saved under the first side plate of 302-, 4- second blocks side plate, it is saved on the second side plate of 401-, It is saved under the second side plate of 402-, 5- widened section, 6- anchor hole, 7- mounting hole.
Specific embodiment
It is clearly and completely described below in conjunction with technical solution of the attached drawing to the application, it is clear that described implementation Example is some embodiments of the present application, instead of all the embodiments.
The component of the embodiment of the present application for usually describing and showing in attached drawing here can be with a variety of different configurations To arrange and design.Therefore, the detailed description of the embodiments herein provided in the accompanying drawings is not intended to limit below and is wanted The scope of the present application of protection is sought, but is merely representative of the selected embodiment of the application.
Based on the embodiment in the application, those of ordinary skill in the art are obtained without making creative work The every other embodiment obtained, shall fall in the protection scope of this application.
In the description of the present application, it should be noted that term " center ", "upper", "lower", "left", "right", "vertical", The orientation or positional relationship of the instructions such as "horizontal", "inner", "outside" be based on the orientation or positional relationship shown in the drawings, merely to Convenient for describe the application and simplify description, rather than the device or element of indication or suggestion meaning must have a particular orientation, It is constructed and operated in a specific orientation, therefore should not be understood as the limitation to the application.In addition, term " first ", " second ", " third " is used for descriptive purposes only and cannot be understood as indicating or suggesting relative importance.
In the description of the present application, it should be noted that unless otherwise clearly defined and limited, term " installation ", " phase Even ", " connection " shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection, or be integrally connected;It can To be mechanical connection, it is also possible to be electrically connected;It can be directly connected, can also can be indirectly connected through an intermediary Connection inside two elements.For the ordinary skill in the art, above-mentioned term can be understood at this with concrete condition Concrete meaning in application.
The prefabricated beam steel end mould according to some embodiments of the application and beam form processed are described referring to Fig. 1 to Fig. 4 Plate.
Referring to shown in Fig. 1 to Fig. 3, embodiments herein provides a kind of prefabricated beam steel end mould, comprising: saves on sealing end 1, lower the 2, the first sealing end side plate 3 of section of sealing end and the second sealing end side plate 4;Wherein, section 1 and the first sealing end side plate 3, second on sealing end Sealing end side plate 4 and the lower section 2 of sealing end are sequentially connected and connect, and constitute " returning " font frame structure;The both ends of section 1 are respectively set on sealing end There are the first widened section 5 and the second widened section 5, and the first widened section 5 and the second widened section 5 are each along being directed away from sealing end The direction of section 1 extends.
Specifically, this prefabricated beam steel end mould when in use, by a frame structure for this prefabricated beam steel end mould, with precast beam The connection of the other parts such as side form constitutes complete precast beam production template, completes precast beam and pour work, and in casting process Situations such as being less prone to end die of precast beam deformation, damage, acceptable list twin beams share, reduce expenses, avoid unnecessary loss; According to the demand for pouring different length precast beam, the suitable widened section 5 of size can be selected to be connected on sealing end according to demand and save 1 Both ends, can meet the demand of manufacturing of different length precast beam, and the 1, first sealing end of section side plate 3, the second envelope on blocking End side plate 4 and the lower section 2 of sealing end can retain original structure, form and size and remain unchanged, so that saving 1, first on sealing end Sealing end side plate 3, second blocks side plate 4 and the lower section 2 of sealing end and can reuse, and save the cost, widened section 5 is also applicable in it He blocks on section 1, is recycled, and cost is further saved.It, can be whole after the completion of this prefabricated beam steel end mould use It moves, the 1, first sealing end of section side plate 3, second on sealing end can also be blocked side plate 4 and sealing end 2 each sections of lower section are split, Convenient for maintaining and saving, waste material is not generated, and save parking space.
As it can be seen that this prefabricated beam steel end mould avoids integral type end die of precast beam structure, but use assembling-type precast beam Mould is held, assembling process is simple to operation, while efficiently completion precast beam pours work, can effectively be promoted and save 1, first on sealing end The utilization rate that side plate 3, second blocks side plate 4 and the lower section 2 of sealing end is blocked, quality efficiency is improved, saves great amount of cost;Root It is connected to the both ends of section 1 on sealing end according to the different demands selection suitable widened section 5 of size, different length precast beam can be met Demand is manufactured, and widened section 5 is reusable, further saves cost;It, can be to this when completion precast beam pours work Prefabricated beam steel end mould is split, and waste material is not generated, and can also be maintained each section split, is extended and is used the longevity Life, and section the 1, first sealing end side plate 3, second blocks side plate 4 on sealing end after splitting and sealing end 2 each sections of lower section are small in size, easily In preservation, parking space is saved.
Wherein, optionally, widened section 5 can be connected with section 1 on sealing end using screw, also can choose using welding Mode is connected, and certainly, is not limited only to this.
Wherein, optionally, on sealing end the 1, first sealing end of section side plate 3, second block side plate 4 and the lower section 2 of sealing end two-by-two it Between connection type can be to be bolted, or welding, certainly, be not limited only to this, constitute prefabricated beam steel end mould Combined integrated structure.
In one embodiment of the application, it is preferable that save 1 as shown in Figure 1 to Figure 3, on sealing end far from the lower section 2 of sealing end Side is provided with walking road 101, and walking road 101 is used to provide walking space for beam field staff, and is arranged on road 101 of walking There is guardrail 102, guardrail 102 is used to protect the safety of staff.
In this embodiment, section 1 is arranged in parallel with the lower section 2 of sealing end on sealing end, and the width for blocking section 1 is wider than sealing end Lower section 2, so that a plane of the section 1 far from the lower section 2 of sealing end on sealing end, and the walking road of the enough staff's walkings of formation width 101, it walks about on aisle 101 so that staff can be expert in work or maintenance process, and be additionally provided on road 101 of walking Guardrail 102 can be avoided staff's walking type on aisle 101 of being expert at and fall equal dangerous situations.
In one embodiment of the application, it is preferable that saving 1 as shown in Figure 1 to Figure 3, on sealing end is strip structure, and is sealed Multiple lifting lugs 103 are additionally provided on end on section 1, multiple lifting lugs 103 are for connecting gantry crane.
In this embodiment, multiple lifting lugs 103 are uniformly arranged on sealing end on the edge of section 1, the suspension hook and lifting lug of gantry crane 103 are connected, and enable gantry crane hanged and mobile prefabricated beam steel end mould.
Wherein, optionally, the suspension hook of gantry crane can directly hook up lifting lug 103, and gantry crane can also pass through wirerope etc. Auxiliary tool is connected with lifting lug 103, certainly, is not limited only to this.
In one embodiment of the application, it is preferable that as shown in Figure 1 to Figure 3, the first sealing end side plate 3 includes sequentially phase 302 are saved under section 301 and the first side plate on first side plate of connection;1 phase is saved on one end of section 301 and sealing end on first side plate It connects, one end of section 302 and the lower section 2 of sealing end are connected under the first side plate;Second sealing end side plate 4 includes being sequentially connected the connect 402 are saved under section 401 and the second side plate on two side plates;One end of section 401 is connected with section 1 on sealing end on second side plate, and second One end of section 402 is connected with the lower section 2 of sealing end under side plate.
In this embodiment, for convenience of positioning beam length, meets the needs of a variety of beam lengths, to root section on sealing end side plate according to a variety of Beam length is individually processed, and when use according to the actual situation, selects to save on suitable first sealing end side plate 3 and the second sealing end side Section is replaced use on plate 4.
In one embodiment of the application, it is preferable that as shown in Figure 1 to Figure 3, blocking lower section 2 is strip structure, and is sealed The lower section 2 in end further includes lug boss 201, and the center position on the surface of strip structure is arranged in lug boss 201.
In this embodiment, lug boss 201 is towards precast beam, so that the precast beam of pouring molding and lug boss 201 are opposite The position answered forms groove, the groove energy of the groove of the precast beam of pouring molding and the same form of another precast beam stitching position An aperture is enough formed, staff can be entered inside precast beam by aperture, and staff is facilitated to carry out precast beam Maintenance and maintenance.
In one embodiment of the application, it is preferable that as shown in Figure 1 to Figure 3, on sealing end save 1 for steel sealing end on section 1, It is that steel second blocks side plate 4 and sealing end is lower saves 2 and be that first sealing end side plate 3, which be that steel first blocks side plate 3, second to block side plate 4, The just lower section 2 of sealing end.
In this embodiment, on sealing end the 1, first sealing end of section side plate 3, second block side plate 4 and the lower section 2 of sealing end by Steel material is made, so that entire end die of precast beam is prefabricated beam steel end mould, avoids using end mould wooden in traditional end modular form, Longer life expectancy, frequency of use is high, promotes the utilization rate of steel end mould, saves economic cost;And compare wooden end mould, prefabricated joist steel End mode loss processed is smaller, is not in damage in storage and moving process, will not generate waste material, saves waste storage, stacks Space, and be unlikely to deform, the practicability and aesthetics of end die of precast beam are influenced, workflow is simplified, reduces worker's work Triviality;Simultaneously, section 1 and the first sealing end side plate 3, second are blocked and are completely embedded between side plate 4 on sealing end, and gap is smaller, avoids The wooden end mould seam crossing gap of tradition is big to need to place sealing strip, time-consuming and laborious when splicing uses again, and is unfavorable for producing.
In one embodiment of the application, it is preferable that as shown in Figure 1 to Figure 3, on sealing end save 1, first sealing end side plate 3, Multiple anchor holes 6 are provided on second sealing end side plate 4 and the lower section 2 of sealing end, and block section the 1, first sealing end side plate 3, second Multiple through-holes being connected with anchor hole 6 are offered on sealing end side plate 4 and the lower section 2 of sealing end.
In this embodiment, it to make precast beam form lesser prestressing force, needs using withdrawing stick, saves 1, first on sealing end Sealing end side plate 3, second blocks the multiple anchor holes 6 being arranged on side plate 4 and the lower section 2 of sealing end and is connected with multiple through-holes, so that more Root withdrawing stick can be fed through the 1, first sealing end of section side plate 3, second on sealing end respectively and block side plate 4 and the lower section 2 of sealing end, complete The production work of precast beam guarantees the quality of production of precast beam.
In one embodiment of the application, it is preferable that as shown in Figure 1 to Figure 3, gasket seal is arranged at anchor hole 6, close Gasket in filling process for preventing 6 spillage of anchor hole.
In this embodiment, gasket seal is gasket seal common in the prior art and market, those skilled in the art Member is completely it is appreciated that details are not described herein.
In one embodiment of the application, it is preferable that as shown in Figure 1 to Figure 3, on sealing end save 1, first sealing end side plate 3, It is provided with mounting hole 7 on the edge of second sealing end side plate 4 and the lower section 2 of sealing end, mounting hole 7 is for connecting prefabricated beam steel end Mould and prefabricated beam side.
In this embodiment, the 1, first sealing end of section side plate 3, second blocks side plate 4 and blocks the side of lower section 2 on sealing end Other moulds of the production precast beam such as mounting hole 7 that edge is uniformly arranged and prefabricated beam side, bottom die of precast beam and precast beam internal model The mounting hole 7 of tool part is adapted, and allows the connector to wear the compatible mounting hole 7 of each section, so that this prefabricated joist steel End mould processed can be connected with prefabricated beam side, bottom die of precast beam and precast beam internal model, so that the moulding board of precast beam connected Surfacing, be capable of the completion precast beam of high quality pours work.
Wherein, optionally, connector is screw, certainly, is not limited only to this.
Embodiments herein also provides a kind of beam forms processed, including prefabricated beam steel end described in any of the above-described embodiment Mould, thus, whole advantageous effects with the device, here, repeating no more.
Finally, it should be noted that the above various embodiments is only to illustrate the technical solution of the application, rather than its limitations;To the greatest extent Pipe is described in detail the application referring to foregoing embodiments, those skilled in the art should understand that: its according to So be possible to modify the technical solutions described in the foregoing embodiments, or to some or all of the technical features into Row equivalent replacement;And these are modified or replaceed, each embodiment technology of the application that it does not separate the essence of the corresponding technical solution The range of scheme.

Claims (10)

1. a kind of prefabricated beam steel end mould characterized by comprising saved on sealing end, block lower section, the first sealing end side plate and the Two sealing end side plates;Wherein, section and section and second sealing end side under the first sealing end side plate, the sealing end on the sealing end Plate, which is sequentially connected, to be connect, and frame structure is constituted;The both ends saved on the sealing end are respectively arranged with and save along being directed away from sealing end The widened section that direction extends.
2. prefabricated beam steel end mould according to claim 1, which is characterized in that save on the sealing end far under the sealing end The side of section is provided with walking road, and the walking road is used to provide walking space for beam field staff, and on the walking road It is provided with guardrail, the guardrail is used to protect the safety of staff.
3. prefabricated beam steel end mould according to claim 1, which is characterized in that section is strip structure on the sealing end, and Multiple lifting lugs are additionally provided on the sealing end on section, multiple lifting lugs are for connecting gantry crane.
4. prefabricated beam steel end mould according to claim 1, which is characterized in that the first sealing end side plate includes sequentially phase It is saved under section and the first side plate on first side plate of connection;One end saved on first side plate and saving on the sealing end is connected It connects, one end saved under first side plate and saving under the sealing end is connected;
The second sealing end side plate includes being sequentially connected on the second side plate connect to save under section and the second side plate;Second side plate It saves and is connected on one end of upper section and the sealing end, one end saved under second side plate and saving under the sealing end is connected.
5. prefabricated beam steel end mould according to claim 1, which is characterized in that section is strip structure under the sealing end, and Section further includes lug boss under the sealing end, and the center position on the surface of the strip structure is arranged in the lug boss.
6. prefabricated beam steel end mould according to any one of claim 1 to 5, which is characterized in that section is on the sealing end Section, the first sealing end side plate are that steel first blocks side plate, the second sealing end side plate is that steel second blocks side plate on steel sealing end And section is the lower section of just sealing end under the sealing end.
7. prefabricated beam steel end mould according to any one of claim 1 to 5, which is characterized in that section, institute on the sealing end It states to save under the first sealing end side plate, the second sealing end side plate and the sealing end and is provided with multiple anchor holes, and the sealing end The multiple and anchor is offered on section under upper section, the first sealing end side plate, the second sealing end side plate and the sealing end The through-hole that hole is connected.
8. prefabricated beam steel end mould according to claim 7, which is characterized in that it further include gasket seal, the gasket Piece is arranged at the anchor hole, and the gasket seal in filling process for preventing anchor hole spillage.
9. prefabricated beam steel end mould according to any one of claim 1 to 5, which is characterized in that section, institute on the sealing end It states and is provided with mounting hole, the peace on the edge saved under the first sealing end side plate, the second sealing end side plate and the sealing end Dress hole is for connecting the prefabricated beam steel end mould and prefabricated beam side.
10. a kind of beam forms processed, which is characterized in that including prefabricated beam steel end mould described in any one of claims 1 to 9.
CN201821689948.2U 2018-10-17 2018-10-17 Prefabricated beam steel end mould and beam forms processed Expired - Fee Related CN209466398U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201821689948.2U CN209466398U (en) 2018-10-17 2018-10-17 Prefabricated beam steel end mould and beam forms processed

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201821689948.2U CN209466398U (en) 2018-10-17 2018-10-17 Prefabricated beam steel end mould and beam forms processed

Publications (1)

Publication Number Publication Date
CN209466398U true CN209466398U (en) 2019-10-08

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201821689948.2U Expired - Fee Related CN209466398U (en) 2018-10-17 2018-10-17 Prefabricated beam steel end mould and beam forms processed

Country Status (1)

Country Link
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Granted publication date: 20191008

Termination date: 20201017