KR20160122458A - System form for beam mould - Google Patents

System form for beam mould Download PDF

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Publication number
KR20160122458A
KR20160122458A KR1020150052333A KR20150052333A KR20160122458A KR 20160122458 A KR20160122458 A KR 20160122458A KR 1020150052333 A KR1020150052333 A KR 1020150052333A KR 20150052333 A KR20150052333 A KR 20150052333A KR 20160122458 A KR20160122458 A KR 20160122458A
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KR
South Korea
Prior art keywords
pair
pressing tool
sides
extended
horizontal bar
Prior art date
Application number
KR1020150052333A
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Korean (ko)
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KR101677150B1 (en
Inventor
이충균
Original Assignee
삼진건설(주)
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Publication date
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Priority to KR1020150052333A priority Critical patent/KR101677150B1/en
Publication of KR20160122458A publication Critical patent/KR20160122458A/en
Application granted granted Critical
Publication of KR101677150B1 publication Critical patent/KR101677150B1/en

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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
    • E04G13/04—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for lintels, beams, or transoms to be encased separately; Special tying or clamping means therefor
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
    • E04G11/48—Supporting structures for shutterings or frames for floors or roofs
    • E04G11/50—Girders, beams, or the like as supporting members for forms

Abstract

The present invention relates to a form for finishing a beam mould and, more specifically, relates to a system form for finishing a beam mould clearance, wherein when finishing a clearance between a dead end portion of a mould and a column, a foundation bed can be formed between the dead end portion of the mould and the column by means of pressurization by sliding length control. Moreover, a clearance portion can be stably finished by connection using a pressurizing force, thereby securing stability during placement of concrete.

Description

System form for beam mold "

The present invention relates to a form for finishing a formwork, and more particularly, to a form for finishing a formwork of a beam connecting a column and a column, in order to quickly and stably finish the formwork when a footing occurs, Lt; / RTI >

Generally, in the construction of a concrete building, a plurality of pillars forming a base are supported while supporting a building, and slabs constituting a ceiling or a floor are formed by dividing each floor into pillars of the respective pillars.

In this case, prior to the construction of the slab as described above, a beam (beam) is applied to share the load transmitted to the slab and transmit the load to the column to secure the supporting force of the slab. It is the basis of architecture.

In the construction of the beam for dispersing the load of the slab as described above, first, a column is installed to construct a building, and each column is connected to a beam. In order to construct the beam, A beam form connecting the upper part of the column is installed, and the concrete is placed on the form to be installed.

That is, as shown in Patent Application No. 10-1384609, the beam connecting the columns is constructed by a bottom plate forming the bottom of the beam and a side plate closing both sides of the bottom plate, A support for supporting the load at the time of pouring is constructed.

On the other hand, when the conventional beam 10 is installed, the bottom plate and the side plate are made of the conventional bottomed Eurofoam 11 and the side Eurofoam 12, 20 to the other column 20 '.

Here, the distance between the pillars 20 and the pillars 20 'of the building has various distances depending on the size of the building, and the width of the pillars 20' A predetermined clearance (clearance) is generated as shown in Fig.

Thus, the formworker finishes the gap by extending the form joint using the wooden panel in the field.

However, in the conventional joining method as described above, it is difficult to fabricate the joining portion accurately at the clearance size in the field.

Further, when the clearance is out of the normal interval, there is a problem that the load supporting force is lowered compared with a conventional europod, and the stability is deteriorated.

Korean Patent Application No. 10-1384609.

SUMMARY OF THE INVENTION The present invention has been made to solve the above problems and it is an object of the present invention to provide an apparatus and a method for closing a gap between an end of a die and a column, System foam for gap clearance to enable formation

It is another object of the present invention to provide a system foam for performing a sufficient clearance to a clearance portion by being able to be connected by a pressing force and securing stability in concrete pouring.

In order to achieve the above object, the present invention provides a floor panel comprising: a pair of pillars on both sides of which a column frame is formed at an upper portion thereof; a bottom floor panel and a floor panel supported by connection and support from the top of one column to the top of the other column; A side wall Euro foam connected by a corner member at the side of the filler panel and a small foot panel installed at the upper side of the side Eurofoam for connecting and supporting the both side Eurofoam,

A rectangular frame body constituted by a horizontal bar having a pair of vertical bars in the width direction and a hollow pipe connecting the end portions of the vertical bars in the widthwise direction and having a vertical barrel length and a bottom plate A rectangular shaped body;

A pair of protrusions inserted into the vertical bar of the frame body and protruding and retracted at one end of the vertical bar;

A pressing tool connecting an end of the protruding stand; And

And an adjusting unit for connecting the horizontal type bar and the pressing tool of the appearance / appearance appearance side to the appearance and appearance of the appearance-attracting platform and controlling the movement of the pressing tool.

As described above, according to the present invention, the pressurizing tool is slidably movable from the end of the body so that the pressurizing tool can be pressed between the end of the form and the column by the pressing tool, It is possible to obtain the effect of enabling the base end of the clearance portion to be easily performed without the plate material production process of the plate.

In addition, since it is supported on the column by the pressing force, it is possible to obtain stable effect of securing the supporting force by the load when the concrete is laid and preventing the occurrence of clearance.

Fig. 1 is a view showing the state of the conventional mold construction.
FIG. 2 is an exploded perspective view of a system foam for closing the formwork of the present invention. FIG.
3 is a perspective view of the system foam for closing the formwork of the present invention.
4 is a plan sectional view of the system foam for gap clearance of the present invention.
FIG. 5 is a view showing a formwork construction using a system foam for closing the formwork of the present invention.
FIG. 6 is a cross-sectional view of a formwork using a system foam for closing the formwork of the present invention. FIG.
FIG. 7 is an operational view of a system foam for closing the formwork of the present invention. FIG.
FIG. 8 is a bottom view of the system using a system foam for closing the formwork of the present invention. FIG.
FIG. 9 is a side view showing a state of a side surface using a system foam for closing the formwork of the present invention. FIG.

The terms and words used in the present specification and claims should not be construed as limited to ordinary or dictionary terms and the inventor may appropriately define the concept of the term in order to best describe its invention It should be construed as meaning and concept consistent with the technical idea of the present invention.

Therefore, the embodiments described in the present specification and the configurations shown in the drawings are merely the most preferred embodiments of the present invention, and not all of the technical ideas of the present invention are described. Therefore, It should be understood that various equivalents and modifications may be present.

Hereinafter, preferred embodiments of the present invention will be described in detail with reference to the accompanying drawings.

FIG. 2 is an exploded perspective view of a system foam for closing the formwork of the present invention, FIG. 3 is a combined perspective view of a system foam for closing the formwork of the present invention, and FIG. 4 is a plan view of a system foam for closing the formwork of the present invention .

5 and 6, the upper ends of the two pillars 20 and 20 'are connected to each other. Each of the pillars 20 and 20' is structurally The column frame 21 is provided in a square or angle shape so as to be stable.

Therefore, the concrete pavement 10 is installed for pouring concrete for construction of a "beam " for connecting the upper ends of the two pillars 20 and 20 '

A plurality of bottom Eurofoams 11 and filler panels 40 are repeatedly arranged from the column frame 21 of the one column 20 to the other column 20 'to form the bottom of the beam, (11) and the filler panel (40) are supported through the support (30).

A plurality of side wall reinforcement members 12 are formed on both sides of the bottom reinforcement member 11 and the filler panel 40 in the width direction. Shaped corner member 50 for connecting with the side surface of the filler panel 40. As shown in FIG.

A small pit panel 60 is formed at an upper end of the side pontoons 12 and a small pit panel 12 can be used for a conventional nailing and the like. Respectively.

When the beam forming die 10 is installed as described above, a gap D is formed between the end of the beam forming die 10 and the other column 20 ' As a result, the system foam 1 for use in the formwork finishing of the present invention is applied to such a clearance D as shown in FIG.

2 to 4, the system foam 1 for closing the formwork end of the present invention is finished with respect to the clearance D to complete the form 10, A presser foot 300, and an adjuster 400. The presser foot 300 is a presser foot.

Here, the body 100 first forms a frame body 110 in the form of a rectangular frame body.

At this time, the frame body 110 is constituted by hollow through-type pipes and forms a pair of longitudinal bars 111 and 111 'in the width direction having a length corresponding to the length of the bottom Eurofoam 11 .

Both ends of the vertical bars 111 and 111 'are connected to a horizontal bar 112 which is formed by hollow hollow tubes and which connects the vertical bars 111 and 111' (112 ').

In addition, the upper portion of the frame body 110 is configured to be finished with a bottom plate 120 made of wood or metal.

It is preferable that the length and width of the body 100 correspond to the length and width of a conventional web form.

The protrusions 200 and 200 'are inserted into the vertical bars 111 and 111' and protrude and retract into one ends of the vertical bars 111 and 111 ' .

A plurality of binding holes 115 are formed in the vertical bar 111 '111' of the frame 110 and the opposite horizontal bar 112 'on the side of the protruding / The elongated holes 200 and 200 'have elongated holes 210 formed in the longitudinally intermediate portions thereof.

The pressing tool 300 is formed in the shape of a pipe connecting the protruding and dipping front ends of the two side up / down malls 200 and 200 ', and is pressed against the other side column 20'.

The engaging protrusions 310 protrude from the top of the pressing tool 300. The engaging protrusions 310 are formed in a planar shape so as to open in the direction of the body 100, As shown in FIG.

The control unit 400 is configured to connect the horizontal bar 112 at the front end of the frame body 110 and the pressing tool 300 to each other so that the pressure of the pressing tool 300 due to the appearance of the protrusions 200, And is composed of a control rod 410 and first and second arm units 420 and 430.

The control rod 410 is accommodated in the longitudinal direction of the body 100 between the transverse bar 112 and the protrusions 200 and 200 'and the pressing tool 300.

At this time, a rotation control member 411 having a polygonal shape capable of gripping a tool is protruded around the middle portion of the control rod 410.

Threaded portions 412 and 413 are formed on both sides of the rotation control member 411 in directions opposite to each other.

In addition, each of the threaded portions 412 and 413 is formed to have threads 412a, 412b, 413a and 413b in the other direction from both sides thereof.

That is, when the threaded portion 412 is formed as a right threaded thread from the center of the threaded portion 412, the other threaded portion 412b is formed as a left-handed arc, and the threaded portion 413 has a threaded portion 413a When the left-hand thread is formed, the other thread 413b is formed to have a right-hand thread.

The first and second arm units 420 and 430 are formed on the threaded portions 412 and 413 of the control rod 410 so as to be opposed to each other. The protruding and retracting operation of the protrusions 200 and 200 'and the movement of the pressing tool 300 are interrupted by the folding operation of the protrusions 420 and 430.

At this time, the first arm unit 420 is inserted into the thread 412a and the thread 412b of the threaded portion 412 of the control rod 410, and the threads 412a and 412b, 1 mobile bodies 421 and 421 ', respectively.

Each of the first moving bodies 421 and 421 'and the horizontal bar 112 at the front end of the body 100 are connected by a pair of first deployment arms 422 and 422' One end of each of the first deployment arms 422 and 422 'of the first moving body 421 and 422' is formed on one side of the first moving body 421 and 421 'and the other end is formed on the horizontal bar 112 respectively.

Each of the first moving bodies 421 and 421 'and the pressing tool 300 are connected to the pair of second deployment arms 424 and 424' 424 and 424 'are formed on the other side of the first moving body 421 and 421', respectively, and the other ends are formed in the pressing tool 300, respectively.

The second arm unit 430 is inserted into the thread 413a and the thread 413b of the other thread portion 413 of the control rod 410 and moves along the threads 413a and 413b, (431) and (431 ') are respectively inserted.

Each of the second moving bodies 431 and 431 'and the horizontal bar 112 at the front end of the body 100 are connected to each other by a pair of first deployment arms 432 and 432' One end of each of the first deployment arms 432 and 432 'of the second moving body 431 and 432' is formed on one side of the second moving body 431 and 431 'and the other end is formed on the horizontal bar 112, respectively.

Each of the second moving bodies 431 and 431 'and the pressing tool 300 are connected to each other by a pair of second deployment arms 434 and 434' 434 and 434 'are formed on the other side of the second moving bodies 431 and 431', respectively, and the other ends are formed in the pressing tool 300, respectively.

That is, when the control rod 410 rotates, the second moving body 431 'moves along the first moving body 421 and 421' and the threaded portion 413 along the threaded portion 412, And when they are moved, they are formed so as to be gathered against each other or open.

Hereinafter, the operation of the system foam for closing the formwork of the present invention having the above-described structure will be described in detail with reference to the accompanying drawings.

First, in order to construct a "beam" connecting the column 20 and the column 20 'by using the system foam 1 for filling the formwork of the present invention, a conventional beam form 10 is constructed. 5 and 6, the beam form 10 includes a bottom float foam 11 and a filler panel 40 which form a floor from the column frame 21 of one column 20 toward the other column 20 ' And both side surfaces of the bottom Eurofoam 11 and the filler panel 40 are successively constructed through the corner member 50 and the side Eurofoam 12 A small-pit panel 60 for connecting the two side-wall Euroforms 12 is installed.

When the bottom end Eurofoam 11 and the side Eurofoam 12 are installed at the end of the beam forming die 10, the clearance between the bottom Eurofoam 11 and the side Eurofoam 12 At this time, the system foam 1 of the present invention is applied for finishing the clearance D.

The system foam 1 of the present invention can be applied in place of the bottom end europium 11 corresponding to the extreme end when the occurrence of the clearance D is expected when the support 10 is installed. The connection between the system foam 1 and the bottom foaming foam 11 is performed through the binding hole 115 formed in the horizontal bar 112 'at the rear end of the body 100, (Not shown in the figure).

Thereafter, finishing is performed on the clearance D, which is enabled by the operation of the protrusions 200 and 200 'and the pressing tool 300, and the protrusions 200 and 200' The operation of the tool 300 is enabled by the control unit 400.

2 to 4, the first and second arm units 420 and 430 are folded as shown in FIG. 7. In this case, The first and second moving bodies 421 and 431 of each of the units 420 and 430 are inserted into the threads 412a and 413a in a state close to both sides of the rotation control member 411, The first and second moving bodies 421 'and 431' are inserted into the threads 412b and 413b at both ends of the control rod 410. [

Accordingly, when the first and second arm units 420 and 430 are operated,

First, the rotation control member 411 formed in the middle portion of the control rod 410 is rotated, and it may be rotated to one side by using a separate tool or the like.

At this time, the first movable body 421 (421 '), which is paired with the threaded portions 412 and 413, that is, the threads 412a, 412a, 413a and 413b, The first and second moving bodies 421 and 421 'and the second moving bodies 431 and 431' are threaded 412a and 412b 413a) 413b.

The first moving bodies 421 and 421 'that are inserted into the threads 412a and 412b of the threaded portion 412 are respectively moved to the center of the threaded portion 412 along the threads 412a and 412b The second moving bodies 431 and 431 'which are inserted into the threads 413a and 413b of the threaded portion 413 move to the center of the threaded portion 413 along the threads 413a and 413b, respectively.

That is, when the first arm 421 'and the second arm 431' move in the first moving body 421 and the first arm 421 ' Of the second arm unit 430 installed on the first and second deployment arms 422, 422, 424 and 424 'of the first and second moving bodies 431 and 431' 432, 432 ', 434, and 434' are also rotated together to push the pressing tool 300 forward.

In the process of moving the pressing tool 300 as described above, the protrusions 200 and 200 'connected to the pressing tool 300 are drawn out from the vertical bars 111 and 111' As shown in FIG.

The pressing tool 300 moving as described above is brought into contact with the column frame 21 of the other column 20 '. At this time, when the adjusting rod 410 is further given a certain rotational force, And presses and supports the column frame.

That is, by the operation of the first and second arm units 420 and 430 according to the adjustment of the control rod 410, the body 100 and the other column 20 'are pressed together by the protrusions 200 and 200' So that the clearance D of the clearance D using the system foam 1 of the present invention is finished.

The protrusions 200 and 200 'and the upper portion of the pressing tool 300 are formed to be flush with the bottom of the bracket 10 in a state where the clearance D is closed as described above At this time, a separate floor panel 71 may be cut and finished as shown in FIG. 8.

The cutter 310 is formed on the upper portion of the pressing tool 300. The cutter 310 is inserted and fixed to the upper surface of the bottom plate 120 of the body 100, So that the foundation floor construction for the clearance D using the system foam 1 is completed.

As shown in FIG. 9, the body 100 is provided with a normal flow path side plate 12, as shown in FIG. 9, in a state where the bottom construction for the clearance D is completed as described above. And the other side panel 72 is trimmed to fit the length of the clearance D for the clearance D so as to be closed on the protrusions 200 and 200 '.

That is, the elongated holes 210 are formed on the sides of the protrusions 200 and 200 ', and the cutouts 200 (see FIG. 1) are formed by using bolts and nuts (not shown) The side panels 72 installed on both sides may be connected and fixed as in the case of connecting and fixing the side europium 12 of the conventional bracket 10.

As described above, according to the present invention, it is possible to construct the base floor of the body and the elongated clearance portion by a simple rotation control method without the need of making a formwork suitable for a separate clearance portion, It is possible to secure the stability when pouring the concrete for the concrete construction.

10: View 20,20 ': Column
30: Stand boat 40: Fila panel
50: Corner member 60: Small foot panel
100: body 110: frame body
111, 111 ': vertical bar 112, 112': horizontal bar
115: coupling ball 120: bottom plate
200,200 ': Emigration height 210: Slots
300: pressing tool 310:
400: adjusting part 410: adjusting rod
411: Rotation adjuster 412,413: Threaded
420: first arm unit 421, 421 ': first mobile unit
422, 422 ': first deployment arm 424, 424': second deployment arm
430: second arm unit 431: second moving body
432, 432 ': second fixed arm 434, 434': second deployment arm

Claims (5)

A pair of pillars 20 and 20 'on both sides of which a column frame 21 is formed at an upper portion thereof and a pair of upper and lower pillars 20 and 20' A side frame reinforcement 12 connected to the bottom reinforcement panel 11 and the filler panel 40 by a corner member 50 at the sides of the bottom reinforcement panel 11 and the filler panel 40, In a bracket made of a small pit panel (60) installed on the upper side of a side Eurofoam (12) for supporting a connection,
And a horizontal bar 112 and 112 'made of a hollow square tube connecting a pair of longitudinal bars 111' and 111 'in the width direction, which are hollow tubes, and end portions of the vertical bars 111 and 111' A rectangular shaped body 100 consisting of a rectangular frame body 110 having vertical bars 111 and 111 'and a bottom plate 120 closing the upper portion of the frame body 110;
A pair of protrusions 200 and 200 'on both sides of the vertical bar 111 and 111' of the frame body 110 and protruding and retracted to one end of the vertical bars 111 and 111 ';
A pressing tool 300 for connecting the ends of the protruding stand 200 and 200 '; And
And an adjusting unit 400 connecting the horizontal bar 112 at the front end of the body 100 and the pressing tool 300 to intermittently move the protruding and retracting arms 200 and 200 ' Wherein the system foam is formed of a synthetic resin.
The method according to claim 1,
A plurality of binding holes 115 are formed in the vertical bar 111 '111' of the frame body 110 and the horizontal bar 112 'formed on the opposite side of the protruding and retreating sides 200 and 200'
And a penetration type elongated hole (210) is formed in a longitudinal middle portion of a lateral side of the protrusions (200) and (200 ').
The method according to claim 1,
On the upper portion of the pressing tool 300,
And a "C" type fastening protrusion (310) opening toward the body (100) and reaching the height of the bottom plate (120) is protruded.
The method according to claim 1,
The adjustment unit (400)
Is accommodated between the horizontal bar 112 and the protrusions 200 and 200 'and the pressing tool 300 while having a length in the width direction of the body 100 and a rotation control hole 411 formed in the middle portion thereof And threaded portions 412 and 413 in the direction opposite to each other are formed on both sides of the rotation control member 411. The threaded portions 412 and 413 are also threaded in different directions 412a, 412b, 413a, and 413b are formed; And
The horizontal bar 112 and the pressing tool 300 at the front end of the body 100 are connected to the threaded portions 412 and 413 of the adjustable bar 410 so as to be connected to the pushing tool 200 and 200 ' And a pair of first and second arm units (420, 430) on both sides for interrupting the movement of the visual appearance and pressing tool (300).
5. The method of claim 4,
The first arm unit 420,
A pair of first moving bodies 421 and 421 'on both sides of the control rod 410 which are inserted into the threads 412a and 412b of the first threaded portion 412;
A pair of first deployment arms 422 and 422 ', one end of which is extended in the first moving body 421 and the other end is extended in the horizontal bar 112 at the front end of the body 100; And
And a pair of second deployment arms 424 and 424 ', one end of which is extended in the first moving body 421 and the other end is extended in the pressing tool 300,
The second arm unit 430,
A pair of second moving bodies 431 and 431 'on both sides of the adjusting rod 410 which are inserted into the threads 413a and 413b of the other threaded portion 413;
A pair of first deployment arms 432 and 432 ', one end of which is extended in the second moving body 431 and the other end is extended in the horizontal bar 112 at the tip of the body 100; And
And a pair of second deployment arms 434 and 434 ', one end of which is extended in the second moving body 431 and the other end is extended in the pressing tool 300. [ System foam for die closing.
KR1020150052333A 2015-04-14 2015-04-14 System form for beam mould KR101677150B1 (en)

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KR101677150B1 KR101677150B1 (en) 2016-11-17

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115095137A (en) * 2022-07-21 2022-09-23 南通致和祥智能装备有限公司 Aluminum alloy template of adjustable linking dynamics

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KR102177975B1 (en) 2018-12-28 2020-11-12 우선애 Girder form system using deckplate and construction method for the same
KR102289263B1 (en) 2019-12-03 2021-08-11 우선애 Girder form system using steelplate and manufacturing system for the same
KR102044791B1 (en) 2019-01-14 2019-11-14 노영곤 the improved girder form
KR102044796B1 (en) 2019-01-14 2019-11-14 노영곤 the girder form construction method using the deck composite
KR102071872B1 (en) 2019-01-14 2020-01-31 노영곤 the girder form construction method using the deck composite
KR102357056B1 (en) 2020-03-02 2022-01-27 우선애 Girder form system using deckplate
KR102594236B1 (en) 2021-03-12 2023-10-26 주식회사 비에스티산업 Manufacturing apparatus for girder form using deckplate

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Publication number Priority date Publication date Assignee Title
JPH0932283A (en) * 1995-07-14 1997-02-04 Kajima Corp Beam form
JPH1130034A (en) * 1997-07-09 1999-02-02 Daizen:Kk Form
KR100859534B1 (en) * 2007-06-18 2008-09-22 정상택 Euro-form for mold
JP2011208413A (en) * 2010-03-30 2011-10-20 Shimizu Corp Unit form and form installation method using the same
KR101384609B1 (en) 2013-04-18 2014-04-11 이병희 An assembly type beam mold reinforced a stiffness of a side plate

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0932283A (en) * 1995-07-14 1997-02-04 Kajima Corp Beam form
JPH1130034A (en) * 1997-07-09 1999-02-02 Daizen:Kk Form
KR100859534B1 (en) * 2007-06-18 2008-09-22 정상택 Euro-form for mold
JP2011208413A (en) * 2010-03-30 2011-10-20 Shimizu Corp Unit form and form installation method using the same
KR101384609B1 (en) 2013-04-18 2014-04-11 이병희 An assembly type beam mold reinforced a stiffness of a side plate

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115095137A (en) * 2022-07-21 2022-09-23 南通致和祥智能装备有限公司 Aluminum alloy template of adjustable linking dynamics

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