CN202611232U - Frame segment mold - Google Patents
Frame segment mold Download PDFInfo
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- CN202611232U CN202611232U CN 201220276977 CN201220276977U CN202611232U CN 202611232 U CN202611232 U CN 202611232U CN 201220276977 CN201220276977 CN 201220276977 CN 201220276977 U CN201220276977 U CN 201220276977U CN 202611232 U CN202611232 U CN 202611232U
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- edge beam
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Abstract
The utility model discloses a frame segment mold. The frame segment mold is composed of a right-angle quadrangular template frame and a surface plate. The template frame is provided with four turn corners used for supporting, each turn corner is provided with a frame connection hole used to connect neighboring template frames, and each turn corner is respectively and fixedly connected with a lengthways frame boundary beam and a transverse frame boundary beam in corresponding mode. Several reinforced beams are arranged inside the template frame, the lengthways frame boundary beams, the transverse frame boundary beams and the several reinforced beams form supporting to the surface plate together, and the turn corners are fixedly connected with the lengthways frame boundary beam and/or the transverse frame boundary beam through threaded fasteners in corresponding and dismountable mode. The several reinforced beams are the same and distributed in a frame structure formed by the lengthways frame boundary beams and the transverse frame boundary beams in mutually parallel mode, and are fixedly connected with the lengthways frame boundary beams in dismountable mode through the threaded fasteners. The frame segment mold has the advantages of being convenient to transport and store, beneficial for reducing cost, wide in application range and long in service life, and can effectively reduce storeroom capacity and transport capacity.
Description
Technical field
The utility model relates to a kind of building operations template, particularly a kind of frame set matched moulds that is formed by framework and form assembly.
Background technology
Construction formwork is that concrete structures forms the main member of building die cavity before building, and template also forms stable support structure through support member usually, so that when concreting, template does not produce the displacement die cavity and do not deform.When forming the die cavity of floor, building or beam, the soffit formwork of die cavity must be supported by support column or scaffold.Its template adopts the frame set matched moulds of the tetragonal frame construction in right angle usually; The frame set matched moulds is made up of a template framework and the panel that covers on the framework; Owing to many crisscross deep floors can be set in the framework, therefore, its panel can adopt nonmetals such as light metal or plastics, plank, veneer to make; Effectively alleviating template weight, thereby reduce operator's labour intensity.The support system that is made up of framework template and support column can form early to be torn open or non-early removing system, and the support system that is formed by scaffold and template then is non-early removing system usually.The early removing system that is made up of framework template and support column is to be provided with top board on the support column top; The support column upper end is provided with early tears mechanism open; Tear open on the braced structures of mechanism four jiaos of morning that are supported on four support columns respectively of framework template, and four jiaos of the framework template top are provided with the breach that forms complementation with top board, and the soffit formwork of die cavity is spliced to form by the top board on framework template and the support column; Concrete curing after building completion is after certain intensity; Remove framework template earlier through early tearing mechanism open, utilize the top board on the support column to continue to support floor, building or beam, realize the purpose of turnover fast thereby reach early-dismantling.Because this support system has the fast advantage of form cycling rate, thereby can reduce the template input amount, reduce the building operations cost, become a kind of trend of development.Chinese patent publication number CN101591973A; Open December 2 2009 date, invention and created name " a kind of floor that is used for contains the early-dismantling formwork system that beam, plate and rod structure are built ", it discloses the structure of this early removing system; Its braced structures of early tearing mechanism open is provided with the little pillar that is distributed in four jiaos; Adjacent four templates pass through template establish by corner be supported on respectively on the little pillar, adjacent forms is formed a fixed connection by threaded fastener through the connecting hole that corner is provided with, and does not need at all the other positions of template sidepiece connecting hole to be set; Reduced connecting hole quantity; Thereby reduced template manufacturing and building amount, improved operating efficiency, reduced manufacturing cost and use cost.When not being provided with on the support column when early tearing mechanism open, when braced structures is fixedly connected on the support column, can form non-early removing system.Certainly, as tearing structure non-morning open, its support column upper end also can not be provided with top board, and four jiaos of the respective frame template are not provided with breach, and the die cavity base plate directly is spliced to form by framework template each other.Yet the aforesaid frame combination die all is fixedly connected by welding together with the metal framework of existing other frame set matched moulds; Its formed framework is the rigid structures of welding; There is transhipment, deposits and take up room greatly, cause transportation and deposit inconvenient and the high deficiency of cost.
Summary of the invention
The purpose of the utility model is exactly to deficiency of the prior art, and a kind of cost frame set matched moulds low, easy to use that transports and deposit is provided.
For realizing above-mentioned purpose, the utility model adopts following technical scheme:
A kind of frame set matched moulds; Form by tetragonal template framework in right angle and panel; Template framework is provided with four corners that are used to support; Corner is provided with and is used for the framework connecting hole that the adjacent forms framework connects, and four corners are corresponding respectively to be fixedly connected with a horizontal edge beam with a vertical edge beam, is provided with several stiffening girders in the frame construction of four corners and two vertical edge beams and two horizontal edge beams formation; The vertically common support that forms said panel of edge beam, a horizontal edge beam and several stiffening girders, said corner forms detachable the fixed connection with corresponding vertical edge beam and/or horizontal edge beam through threaded fastener; Said several stiffening girders are identical, and several stiffening girders are distributed in the frame construction of vertical edge beam and laterally edge beam formation in parallel to each other, and stiffening girder forms detachable the fixed connection with vertical edge beam through threaded fastener.
Adopt the utility model of aforementioned techniques scheme; Formed dismountable combining structure owing to form the corner of template framework, vertical edge beam, horizontal edge beam and stiffening girder; Therefore; Before storage and transhipment, can template framework be splitted into corner, vertically edge beam, laterally edge beam and stiffening girder loose mail, perhaps split into vertical edge beam and form welding or the combiner that is fixedly connected of riveting and the loose mail of brutal with corner, and adopt in vertical edge beam and the horizontal edge beam arbitrary two ends respectively through welding or riveted way is fixedly connected two corners with horizontal arbitrary end of edge beam; Vertically another part two ends form detachable the fixed connection with corner through threaded fastener in edge beam and the horizontal edge beam; With convenient storage and transportation, can effectively save storage and transport space, reduce storehouse capacity and transport power; Thereby it is reduce storage and cost of transportation, and easy to use; When needing the template of plurality of specifications, only need the horizontal edge beam and the stiffening girder of prefabricated multiple length specification can be combined into rectangle or foursquare frame set matched moulds, its on-the-spot applicability is strong.
Optimized technical scheme; Said corner is overall structure; The inner corner trim direction that comprises vertical setting is towards said template framework inner last angle bar and following angle bar; Last angle bar is connected by the horizontally disposed gripper shoe that is used for said template framework support with following angle bar, and at least one sidewall of last angle bar is provided with edge beam connecting hole, and corner forms detachable the fixed connection through the edge beam connecting hole of last angle bar with angle bar vertical edge one end of said vertical edge beam or horizontal edge beam; Be formed with a upper head plate in the upper end of last angle bar; Upper head plate is stretched out by the lateral surface of last angle bar; Upper head plate is used to support the respective ends of the vertical edge beam and the angle bar horizontal sides of horizontal edge beam, and vertically the adjacent end portion of edge beam and horizontal edge beam forms the planar complementary structure; Said framework connecting hole is located at down on the two angle bar limits of angle bar.Can guarantee that combination die supports and is connected firm, reliably.
Further optimized technical scheme also is connected with vertical gusset between said gripper shoe and the upper head plate, and vertical gusset outer end is provided with second supporting surface that is used for forming said template framework second support.Further improve the reliability that combination die supports.
Optimized technical scheme; Said corner is the branch body structure; Comprise integrally-built corner body and addendum parts composition; Towards opposite top angle bar and bottom angle bar, bottom angle bar inner corner trim is inner towards said template framework by the inner corner trim of vertical setting for the corner body, and the top angle bar is connected by the horizontally disposed junction plate that is used for said template framework support with the bottom angle bar; Level is extended with the support angle bar on two angle bar limits of top angle bar; The horizontal sides that supports angle bar is positioned at the upper end of top angle bar, and the vertical edge of at least one support angle bar is provided with edge beam connecting hole, and corner forms detachable the fixed connection through the edge beam connecting hole that supports angle bar with angle bar vertical edge one end of said vertical edge beam and/or horizontal edge beam; The plane is respectively applied for angle bar horizontal sides one end that supports vertical edge beam and horizontal edge beam on the horizontal sides of two support angle bar; Said framework connecting hole is located on the two angle bar limits of bottom angle bar; Said addendum parts comprise the addendum piece of filling up the inner corner trim position, angle bar upper end on top; The upper surface of addendum piece upper surface and top angle bar is positioned at same plane; The addendum piece is welded with riser on the lower surface; The addendum piece forms detachable be fixedly connected with the top angle bar by threaded fastener through riser, and angle bar upper surface, top also is positioned at same plane with said panel upper surface, and four jiaos of panel are provided with and the outside unfilled corner that adapts in top angle bar upper end.Adopt the frame set matched moulds of present technique scheme, after removing the addendum parts, can be used as early stripping formwork system and use, it is applied widely, combination die support with is connected firm, reliably.
Further optimized technical scheme also is welded with perpendicular gusset on the lower surface of said addendum piece, and perpendicular gusset is also fixing with said riser welding, and perpendicular gusset outer end is provided with the secondary support surface that is used for forming said template framework supplemental support.Further improve the reliability that combination die supports.
Optimized technical scheme; Said vertical edge beam is bent into section configuration and the measure-alike structure of section structure with horizontal edge beam by sheet material; Vertically the edge beam is the unequal angle iron shape with the main body of horizontal edge beam; Vertically the angle bar vertical edge length of edge beam and horizontal edge beam is greater than horizontal sides length, and vertically the angle bar horizontal sides of edge beam and two horizontal edge beams is provided with the upper overturning that is used for the panel location, and the flange height equates with the thickness of said panel; Vertically the edge beam is connected with corner through its vertical edge with horizontal edge beam, and vertically the edge beam is provided with reinforcement with the position that horizontal edge beam is connected with corner; Said stiffening girder is bent to form by sheet material; The agent structure of stiffening girder is the channel-section steel shape; The flute profile of stiffening girder is provided with in horizontal direction, and the stiffening girder two ends are fixedly connected with contiguous block, and contiguous block is provided with screwed hole; The quantity of screwed hole is at least two, and stiffening girder is connected with said vertical edge beam by bolt through the screwed hole of contiguous block.Guaranteeing that combination die has under the prerequisite of enough support strengths, can reduce sheet metal thickness, the labour intensity of loading-unloading vehicle is saved the transport power of transition simultaneously when reducing resource consumption, reduction form assembly and template transition, enhances productivity, and reduces use cost; Contiguous block can be arranged to one or two, three; When being arranged to one, at least two screwed holes are set above that, are arranged to when a plurality of; A screwed hole is set on each; Confirm according to the physical dimension of stiffening girder size, when being arranged to two or three, can further alleviate template framework weight.
Further optimized technical scheme, said vertical edge beam is made up of the fixing protruding pad of welding with the horizontal reinforcement of edge beam, and vertically edge beam and horizontal edge beam are provided with passes through the connecting through hole that bolt is fixedly connected with said corner and runs through protruding pad; Vertically the edge beam also is bent to form hooked reinforcement to the inner corner trim direction of its unequal angle iron with the angle bar vertical edge lower end of horizontal edge beam.Further strengthen template strength, increase the service life.
Further optimized technical scheme, several lightening holes at the angle bar vertical edge middle part of said vertical edge beam and horizontal edge beam; Be provided with several weight saving holes on the channel-section steel base plate of said stiffening girder, the labour intensity of loading-unloading vehicle when further reducing the transition of form assembly and template is saved the transport power of transition simultaneously, enhances productivity, and reduces use cost.
Optimized technical scheme further, said vertical edge beam also is protruding with reinforcing ring with the horizontal lightening hole one end periphery of edge beam, and strong ring is respectively to vertical edge beam and horizontal edge beam angle bar vertical edge outside protrusion; The end that the lightening core of said stiffening girder is positioned at channel steel shape is protruding with bulge loop, and the end, channel-section steel two side of stiffening girder also is extended with the reinforcement flange in opposite directions.Further strengthen combination die intensity, increase the service life.
Further optimized technical scheme, said contiguous block is weldingly fixed on the said stiffening girder, and the quantity of contiguous block is two, and each contiguous block is provided with a screwed hole.Guarantee the stiffening girder and the vertical bonding strength of edge beam, prolong combination die application life.
The beneficial effect of the utility model is, the framework of frame set matched moulds is detachable combining structure, is convenient to transportation and stores, and can effectively reduce storehouse capacity and transport power, be beneficial to reduce cost, and applied widely, long service life.
Description of drawings
Fig. 1 is the structural representation axonometric drawing of the utility model embodiment 1.
Fig. 2 is the structural representation axonometric drawing of the template framework among the utility model embodiment 1 when being supported by support column.
Fig. 3 is the A portion enlarged drawing among the utility model Fig. 2.
Fig. 4 is the structural representation axonometric drawing of corner 2 among the utility model embodiment 1.
Fig. 5 is the structural representation axonometric drawing of corner 2 another directions among the utility model embodiment 1.
Fig. 6 is the structural representation axonometric drawing of vertical edge beam 3 among the utility model embodiment 1.
Fig. 7 is that B among the utility model Fig. 6 is to view.
Fig. 8 is that C among the utility model Fig. 6 is to view.
Fig. 9 is the structural representation axonometric drawing of stiffening girder 5 in the utility model.
Figure 10 is the structural representation axonometric drawing of the utility model embodiment 2.
Figure 11 is the structural representation axonometric drawing of corner 2 among the utility model embodiment 3.
Figure 12 is the structural representation axonometric drawing of addendum parts among the utility model embodiment 3.
Figure 13 is the corner body construction signal axonometric drawing among the utility model embodiment 3.
Figure 14 is the structural representation axonometric drawing of another direction of corner body among the utility model embodiment 3.
Figure 15 is the structural representation axonometric drawing of being made up of the corner body among the utility model embodiment 3 that is used for early tearing open the frame set matched moulds.
Figure 16 is the D portion enlarged drawing among the utility model Figure 15.
Figure 17 is the structural representation axonometric drawing of the corner 2 among the utility model embodiment 3 when being supported by support column.
Figure 18 is the structural representation axonometric drawing of vertical edge beam 3 among the utility model embodiment 3.
Figure 19 is that E among the utility model Figure 18 is to view.
The specific embodiment
Below in conjunction with accompanying drawing the utility model is further described, but therefore the utility model is not limited among the described scope of embodiments.
Embodiment 1Referring to Fig. 1, Fig. 2; A kind of frame set matched moulds; Form by tetragonal template framework in right angle and panel 1; Template framework be provided with four be used for being provided with in support column upper end comprise the corner 2 that one of four struts being distributed in four jiaos support; Corner 2 is provided with and is used for the framework connecting hole 2a that the adjacent forms framework connects, and four corners 2 are corresponding respectively to be fixedly connected with a horizontal edge beam 4 with a vertical edge beam 3, is provided with several stiffening girders 5 in the frame construction of four corners 2 and two vertical edge beams 3 and two horizontal edge beams 4 formation; Vertically edge beam 3, a horizontal edge beam 4 and the 5 common supports that form said panel 1 of several stiffening girders, said corner 2 forms detachable be fixedly connected with horizontal edge beam 4 through threaded fastener with corresponding vertical edge beam 3; Said several stiffening girders 5 are identical, and several stiffening girders 5 are distributed in the frame construction of vertical edge beam 3 and laterally edge beam 4 formation in parallel to each other, and stiffening girder 5 forms detachable the fixed connection with vertical edge beam 3 through threaded fastener.
Referring to Fig. 3, Fig. 4, Fig. 5, Fig. 7; Said corner 2 is overall structure; The inner corner trim direction that comprises vertical setting is towards said template framework inner last angle bar 21 and following angle bar 22; Last angle bar 21 is connected by the horizontally disposed gripper shoe 23 that is used for said template framework support with following angle bar 22; At least one sidewall of last angle bar 21 is provided with edge beam connecting hole 21a, and corner 2 forms detachable the fixed connection through the edge beam connecting hole 21a of last angle bar 21 with angle bar vertical edge one end of said vertical edge beam 3 and horizontal edge beam 4; Be formed with a upper head plate 24 in the upper end of last angle bar 21; Upper head plate 24 is stretched out by the lateral surface of last angle bar 21; Upper head plate 24 is used to support the respective ends of the vertical edge beam 3 and the angle bar horizontal sides of horizontal edge beam 4, and vertically the adjacent end portion of edge beam 3 and horizontal edge beam 4 forms the complementary structure of the 45 ° of top rakes in plane; Said framework connecting hole 2a is located at down on the two angle bar limits of angle bar 22; Said panel 1 is complete right angle quadrangle.
Also be connected with vertical gusset 25 between said gripper shoe 23 and the upper head plate 24, vertical gusset 25 outer ends are provided with and are used for being formed the second supporting surface 25a that said template framework is formed second support by the support column top like Fig. 2.
Referring to Fig. 6, Fig. 7, Fig. 8, Fig. 9; Said vertical edge beam 3 and horizontal edge beam 4 are bent into the measure-alike structure of section configuration and section structure by sheet material and the two has identical length; Vertically edge beam 3 is the unequal angle iron shape with the agent structure of horizontal edge beam 4; Vertically the angle bar vertical edge length of edge beam 3 and horizontal edge beam 4 is greater than horizontal sides length; Vertically the angle bar horizontal sides of edge beam 3 and two horizontal edge beams 4 is provided with the upper overturning that is used for panel 1 location; The flange height equates that with the thickness of said panel 1 vertically edge beam 3 is connected with corner 2 through its vertical edge with horizontal edge beam 4, and vertically edge beam 3 is provided with reinforcement with horizontal edge beam 4 with the position that corner 2 is connected; Said stiffening girder 5 is bent to form by sheet material; The agent structure of stiffening girder 5 is the channel-section steel shape; The flute profile of stiffening girder 5 is provided with in horizontal direction, and stiffening girder 5 two ends are fixedly connected with contiguous block 6, and contiguous block 6 is provided with screwed hole 61; The quantity of screwed hole 61 is at least two, and stiffening girder 5 is connected with said vertical edge beam 3 by bolt through the screwed hole 61 of contiguous block 6.
Said vertical edge beam 3 is made up of the fixing protruding pad 7 of welding with the horizontal reinforcement of edge beam 4, and vertically edge beam 3 and horizontal edge beam 4 are provided with passes through the connecting through hole that bolt is fixedly connected with said corner 2 and run through protruding pad 7; Vertically edge beam 3 also is bent to form hooked reinforcement to the inner corner trim direction of its unequal angle iron with the angle bar vertical edge lower end of horizontal edge beam 4.
The lightening hole 8 one end peripheries of said vertical edge beam 3 and horizontal edge beam 4 also are protruding with reinforcing ring 9, and reinforcing ring 9 is respectively to vertical edge beam 3 and horizontal edge beam 4 angle bar vertical edges outside protrusion; The end that the lightening core 51 of said stiffening girder 5 is positioned at channel steel shape is protruding with bulge loop 52, and the end, channel-section steel two side of stiffening girder 5 also is extended with in opposite directions strengthens flange 53.
Said contiguous block 6 is weldingly fixed on the said stiffening girder 5, and the quantity of contiguous block 6 is two, and each contiguous block 6 is provided with a screwed hole 61.
One end of vertical edge beam 3 in the present embodiment and horizontal edge beam 4 forms with corner 2 through threaded fastener and detachably is fixedly connected, vertically the other end of edge beam 3 and horizontal edge beam 4 and corner 2 formation welding or riveted and fixed.
Arbitrary two ends are fixedly connected a corner 2 through welding or riveted joint mode respectively in vertical edge beam 3 in the present embodiment and the horizontal edge beam 4, and vertically edge beam 3 detachably is fixedly connected with corner 2 formation through threaded fastener with another part in the horizontal edge beam 4.
Embodiment 2Referring to Figure 10, the length of said vertical edge beam 3 is greater than horizontal edge beam 4.
All the other structures of present embodiment are identical with embodiment 1, repeat no more at this.
Embodiment 3Referring to; 11, Figure 12,13,14,17,18,19; Said corner 2 is the branch body structure, form by integrally-built corner body and addendum parts, the corner body by the inner corner trim of vertical setting towards opposite top angle bar 26 and bottom angle bar 27; Angle bar 27 inner corner trims in bottom are inner towards said template framework; Top angle bar 26 is connected by the horizontally disposed junction plate 28 that is used for said template framework support with bottom angle bar 27, and level is extended with and supports angle bar 29 on two angle bar limits of top angle bar 26, and the horizontal sides that supports angle bar 29 is positioned at the upper end of top angle bar 26; Be equipped with edge beam connecting hole 29a on the vertical edge of two support angle bar 29, corner 2 forms detachable the fixed connection with angle bar vertical edge one end of said vertical edge beam 3 and horizontal edge beam 4 respectively through the edge beam connecting hole 29a of two support angle bar 29; The plane is respectively applied for the angle bar horizontal sides that supports vertical edge beam 3 and horizontal edge beam 4 on the horizontal sides of two support angle bar 29; Said framework connecting hole 2a is located at an end on the two angle bar limits of bottom angle bar 27; Said addendum parts comprise the addendum piece 10 of filling up the inner corner trim position, angle bar 26 upper end on top; The upper surface of addendum piece 10 upper surfaces and top angle bar 26 is positioned at same plane; The addendum piece is welded with riser 101 on 10 lower surfaces; Addendum piece 10 forms detachable be fixedly connected with top angle bar 26 by threaded fastener through riser 101, and top angle bar 26 upper surfaces and said panel 1 upper surface are positioned at same plane, and four jiaos of panel 1 are provided with the unfilled corner 11 that adapts with outside, top angle bar 26 upper end.
Also be welded with perpendicular gusset 102 on the lower surface of said addendum piece 10; Perpendicular gusset 102 is also fixing with said riser 101 welding, and perpendicular gusset 102 outer ends are provided with and are used for being formed the secondary support surface 102a that said template framework is formed supplemental support by the support column top like Figure 17.
All the other structures of present embodiment are identical with embodiment 1 or 2, repeat no more at this.
Removing the back when the addendum parts of corner in this instance 2 forms like Figure 15, four jiaos of combination dies of tearing open morning of being used for unfilled corner shown in Figure 16.
Though more than combined accompanying drawing to describe the embodiment of the utility model; But those of ordinary skill in the art also can recognize in the scope to accompanying claims and make various variations or modification, and it is within the scope of the utility model and intention that these modifications and variation are interpreted as.
Claims (10)
1. frame set matched moulds; Form by tetragonal template framework in right angle and panel (1); Template framework is provided with four corners that are used to support (2); Corner (2) is provided with and is used for the framework connecting hole (2a) that the adjacent forms framework connects; Four corners (2) are corresponding respectively to be fixedly connected with a horizontal edge beam (4) with a vertical edge beam (3); Be provided with several stiffening girders (5) in the frame construction of four corners (2) and two vertical edge beams (3) and the formation of two horizontal edge beams (4), vertically edge beam (3), horizontal edge beam (4) and the common formation of several stiffening girders (5) is characterized in that the support of said panel (1): said corner (2) forms detachable the fixed connection with corresponding vertical edge beam (3) and/or horizontal edge beam (4) through threaded fastener; Said several stiffening girders (5) are identical; Several stiffening girders (5) are distributed in the frame construction of vertical edge beam (3) and laterally edge beam (4) formation in parallel to each other, and stiffening girder (5) forms detachable the fixed connection with vertical edge beam (3) through threaded fastener.
2. frame set matched moulds according to claim 1; It is characterized in that: said corner (2) is overall structure; The inner corner trim direction that comprises vertical setting is towards said template framework inner last angle bar (21) and following angle bar (22); Last angle bar (21) is connected by the horizontally disposed gripper shoe (23) that is used for said template framework support with following angle bar (22); At least one sidewall of last angle bar (21) is provided with edge beam connecting hole (21a), and corner (2) forms detachable the fixed connection through the edge beam connecting hole (21a) of last angle bar (21) with angle bar vertical edge one end of said vertical edge beam (3) or horizontal edge beam (4); Be formed with a upper head plate (24) in the upper end of last angle bar (21); Upper head plate (24) is stretched out by the lateral surface of last angle bar (21); Upper head plate (24) is used to support the vertical edge beam (3) and the horizontal respective ends of the angle bar horizontal sides of edge beam (4), vertically the edge beam (3) and the horizontal adjacent end portion formation planar complementary structure of edge beam (4); Said framework connecting hole (2a) is located at down on the two angle bar limits of angle bar (22); Said panel (1) is complete right angle quadrangle.
3. frame set matched moulds according to claim 2; It is characterized in that: also be connected with vertical gusset (25) between said gripper shoe (23) and the upper head plate (24), vertical gusset (25) outer end is provided with second supporting surface (25a) that is used for forming said template framework second support.
4. frame set matched moulds according to claim 1; It is characterized in that: said corner (2) is the branch body structure; Form by integrally-built corner body and addendum parts; The corner body by the inner corner trim of vertical setting towards opposite top angle bar (26) and bottom angle bar (27); Bottom angle bar (27) inner corner trim is inner towards said template framework; Top angle bar (26) is connected by the horizontally disposed junction plate (28) that is used for said template framework support with bottom angle bar (27), and level is extended with and supports angle bar (29) on two angle bar limits of top angle bar (26), and the horizontal sides that supports angle bar (29) is positioned at the upper end of top angle bar (26); The vertical edge of at least one support angle bar (29) is provided with edge beam connecting hole (29a), and corner (2) forms detachable the fixed connection through the edge beam connecting hole (29a) that supports angle bar (29) with angle bar vertical edge one end of said vertical edge beam (3) and/or horizontal edge beam (4); The plane is respectively applied for angle bar horizontal sides one end that supports vertical edge beam (3) and horizontal edge beam (4) on the horizontal sides of two support angle bar (29); Said framework connecting hole (2a) is located on the two angle bar limits of bottom angle bar (27); Said addendum parts comprise the addendum piece (10) of filling up the inner corner trim position, angle bar (26) upper end on top; The upper surface of addendum piece (10) upper surface and top angle bar (26) is positioned at same plane; Addendum piece (10) is welded with riser (101) on the lower surface; Addendum piece (10) forms detachable be fixedly connected with top angle bar (26) by threaded fastener through riser (101); Top angle bar (26) upper surface also is positioned at same plane with said panel (1) upper surface, and four jiaos of panel (1) are provided with and the outside unfilled corner (11) that adapts in top angle bar (26) upper end.
5. frame set matched moulds according to claim 4; It is characterized in that: also be welded with perpendicular gusset (102) on the lower surface of said addendum piece (10); Perpendicular gusset (102) is also fixing with said riser (101) welding, and perpendicular gusset (102) outer end is provided with the secondary support surface (102a) that is used for forming said template framework supplemental support.
6. according to the described frame set matched moulds of any claim in the claim 1～5; It is characterized in that: said vertical edge beam (3) and horizontal edge beam (4) are bent into section configuration and the measure-alike structure of section structure by sheet material; Vertically the main body of edge beam (3) and horizontal edge beam (4) is the unequal angle iron shape; Vertically the angle bar vertical edge length of edge beam (3) and horizontal edge beam (4) is greater than horizontal sides length; Vertically the angle bar horizontal sides of edge beam (3) and two horizontal edge beams (4) is provided with the upper overturning that is used for panel (1) location; The flange height equates with the thickness of said panel (1); Vertically edge beam (3) is connected with corner (2) through its vertical edge with horizontal edge beam (4), and vertically edge beam (3) is provided with reinforcement with horizontal edge beam (4) with the position that corner (2) is connected; Said stiffening girder (5) is bent to form by sheet material; The agent structure of stiffening girder (5) is the channel-section steel shape; The flute profile of stiffening girder (5) is provided with in horizontal direction, and stiffening girder (5) two ends are fixedly connected with contiguous block (6), and contiguous block (6) is provided with screwed hole (61); The quantity of screwed hole (61) is at least two, and stiffening girder (5) is connected with said vertical edge beam (3) by bolt through the screwed hole (61) of contiguous block (6).
7. frame set matched moulds according to claim 6; It is characterized in that: said vertical edge beam (3) and laterally the reinforcement of edge beam (4) constitute by the fixing protruding pad (7) of welding, vertically edge beam (3) and horizontal edge beam (4) are provided with passes through the connecting through hole that bolt is fixedly connected with said corner (2) and runs through protruding pad (7); Vertically the angle bar vertical edge lower end of edge beam (3) and horizontal edge beam (4) also is bent to form hooked reinforcement to the inner corner trim direction of its unequal angle iron.
8. frame set matched moulds according to claim 6 is characterized in that: several lightening holes (8) at the angle bar vertical edge middle part of said vertical edge beam (3) and horizontal edge beam (4); Be provided with several weight saving holes (51) on the channel-section steel base plate of said stiffening girder (5).
9. frame set matched moulds according to claim 8; It is characterized in that: lightening hole (8) the one end peripheries of said vertical edge beam (3) and horizontal edge beam (4) also are protruding with reinforcing ring (9), and reinforcing ring (9) is respectively to vertical edge beam (3) and horizontal edge beam (4) angle bar vertical edge outside protrusion; The end that the lightening core (51) of said stiffening girder (5) is positioned at channel steel shape is protruding with bulge loop (52), and the end, channel-section steel two side of stiffening girder (5) also is extended with in opposite directions strengthens flange (53).
10. frame set matched moulds according to claim 6 is characterized in that: said contiguous block (6) is weldingly fixed on the said stiffening girder (5), and the quantity of contiguous block (6) is two, and each contiguous block (6) is provided with a screwed hole (61).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220276977 CN202611232U (en) | 2012-06-13 | 2012-06-13 | Frame segment mold |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220276977 CN202611232U (en) | 2012-06-13 | 2012-06-13 | Frame segment mold |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202611232U true CN202611232U (en) | 2012-12-19 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220276977 Withdrawn - After Issue CN202611232U (en) | 2012-06-13 | 2012-06-13 | Frame segment mold |
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| Country | Link |
|---|---|
| CN (1) | CN202611232U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102704671A (en) * | 2012-06-13 | 2012-10-03 | 山东普瑞玛模板有限公司 | Frame combination mold |
| CN109812286A (en) * | 2017-11-22 | 2019-05-28 | 三一重型装备有限公司 | Reinforcing rib and hydraulic support |
| CN111719854A (en) * | 2019-03-22 | 2020-09-29 | Peri有限公司 | Bearing structure for formwork panel |
-
2012
- 2012-06-13 CN CN 201220276977 patent/CN202611232U/en not_active Withdrawn - After Issue
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102704671A (en) * | 2012-06-13 | 2012-10-03 | 山东普瑞玛模板有限公司 | Frame combination mold |
| CN102704671B (en) * | 2012-06-13 | 2015-04-15 | 山东普瑞玛模板有限公司 | Frame combination mold |
| CN109812286A (en) * | 2017-11-22 | 2019-05-28 | 三一重型装备有限公司 | Reinforcing rib and hydraulic support |
| CN111719854A (en) * | 2019-03-22 | 2020-09-29 | Peri有限公司 | Bearing structure for formwork panel |
| US11519187B2 (en) | 2019-03-22 | 2022-12-06 | Peri Ag | Frame structure for a formwork panel |
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Legal Events
| Date | Code | Title | Description |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20121219 Effective date of abandoning: 20150415 |
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| RGAV | Abandon patent right to avoid regrant |