CN218375021U

CN218375021U - Disk fastener type straight locking beam

Info

Publication number: CN218375021U
Application number: CN202221822670.8U
Authority: CN
Inventors: 张根良
Original assignee: Renqiu Haozheng Construction Equipment Co ltd
Current assignee: Renqiu Haozheng Construction Equipment Co ltd
Priority date: 2022-07-14
Filing date: 2022-07-14
Publication date: 2023-01-24
Anticipated expiration: 2032-07-14

Abstract

The utility model discloses a formula straight-locking crossbeam is buckled to dish, including roof beam body and connector link, the cross-section of roof beam body is the I shape setting, and the both ends of roof beam body all are provided with the fixed part, the one end and the roof beam body transitional coupling of fixed part, and the other end and the connector link of fixed part are connected, and the width of the one end that fixed part and connector link are connected is less than the width of roof beam body, and the top of the narrower end of fixed part and the top of roof beam body align the setting to the horizontal position that makes roof beam body lower part is located connector link horizontal position's below. The utility model discloses a roof beam body is the I shape setting, and the force stability is higher, improves the utility model discloses a stability can form the face contact between the top of roof beam body and the template, after connecting pad through connector link and pole setting is connected moreover for the lower part of roof beam body is located the level of connector link and connecting pad tie point, effectual suppression the utility model discloses and the trend of relative upset appears between the template, great improvement the utility model discloses a stability.

Description

Disk fastener type straight locking beam

Technical Field

The utility model relates to a crossbeam technical field especially relates to dish knot formula direct-locking crossbeam.

Background

Building of template will carry out before concrete placement is carried out at the job site, the template is supported by the scaffold usually, the scaffold is built in proper order by a plurality of horizontal poles and pole setting and forms, the top is the crossbeam of scaffold, the scaffold is built and is accomplished the back, the crossbeam at top plays the supporting role to the template, current dish knot formula crossbeam includes a horizontal pole, the horizontal pole is hollow tubular structure, both ends at the horizontal pole all are provided with dish knot formula connector link, the connection pad in connector link and the pole setting is connected, in order to accomplish the fixed of crossbeam, in practical application, the crossbeam of this kind of structure has certain shortcoming: because the cross-section of horizontal pole is circular, and under the heavy load of template, the upset of circumference easily takes place for the horizontal pole, influences the support stability to the template on the one hand, and on the other hand can drive the connector link activity at both ends for the connector link produces relative activity with the connection pad in the pole setting, influences the connection stability between connector link and the connection pad.

SUMMERY OF THE UTILITY MODEL

An object of the utility model is to avoid prior art's weak point, provide the formula direct-locking crossbeam of dish knot to effectively solve the weak point that exists among the prior art.

In order to achieve the above purpose, the utility model adopts the technical proposal that: formula vertical locking crossbeam is buckled to dish, includes the roof beam body and sets up in the connector link at roof beam body both ends, the cross-section of roof beam body is the I shape setting, and the both ends of roof beam body all are provided with the fixed part, the one end and the roof beam body transitional coupling of fixed part, the other end and the connector link of fixed part are connected, and the width of the one end that fixed part and connector link are connected is less than the width of roof beam body, and the top of the narrower end of fixed part and the top of roof beam body align the setting to make the horizontal position of roof beam body lower part be located connector link horizontal position's below.

Further, the roof beam body includes the web, sets up in the top pterygoid lamina at web top and sets up in the bottom pterygoid lamina of web bottom, top pterygoid lamina and bottom pterygoid lamina set up with the web is perpendicular respectively.

Further, the fixed part includes the extension board that extends in the web tip, and the top pterygoid lamina extends and reaches the extension board, and the bottom of extension board is provided with cuts edge for the width that extension board and web connection one end is greater than the width of the extension board other end, is provided with the flank board of being connected with the bottom pterygoid lamina on cutting edge, and the narrower end of extension board is provided with the limit pterygoid lamina of being convenient for to be connected with the connector link, and the limit pterygoid lamina is connected with top pterygoid lamina and flank board respectively.

Furthermore, the bottom wing plate, the side wing plates and the top wing plate are of an integrally formed structure.

Furthermore, the connecting seams of the integral structure of the bottom wing plate, the side wing plates and the top wing plate are arranged on the top wing plate.

Furthermore, the included angle between the side wing plate and the top wing plate is an acute angle, so that the outer side surface of the side wing plate is arranged in a downward inclined mode.

Furthermore, the connector link includes the basal portion of being connected with the sideboard, be provided with two card feet of being convenient for and pole setting connection pad connection on the basal portion.

Furthermore, detachable is provided with the participate in of being convenient for and pole setting connection pad is connected on the card foot.

Further, the base and the two clamping pins are of an integrally formed structure.

Further, the distance between the top wing plate and the bottom wing plate is not more than twice the width of the top wing plate.

The above technical scheme of the utility model following beneficial effect has: the utility model discloses a roof beam body is the I shape setting, and the force stability is higher, improves the utility model discloses a stability can form the face contact between the top of roof beam body and the template, after connecting pad through connector link and pole setting is connected moreover for the lower part of roof beam body is located the level of connector link and connecting pad tie point, effectual suppression the utility model discloses and the trend of relative upset appears between the template, great improvement the utility model discloses a stability.

Drawings

Fig. 1 is a schematic structural diagram of a first embodiment of the present invention;

FIG. 2 is an enlarged view of a portion of FIG. 1 at A;

fig. 3 is a schematic structural diagram of a second embodiment of the present invention;

FIG. 4 is an enlarged view of a portion of FIG. 3 at B;

fig. 5 is a schematic structural diagram of a third embodiment of the present invention;

FIG. 6 is an enlarged view of a portion of FIG. 5 at C;

fig. 7 is a side view of fig. 6.

Detailed Description

The following describes embodiments of the present invention in further detail with reference to the drawings and examples. The following examples are provided to illustrate the invention but are not intended to limit the scope of the invention.

In the description of the present invention, "a plurality" means two or more unless otherwise specified; the terms "upper", "lower", "left", "right", "inner", "outer", "front", "rear", "head", "tail", etc. indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of describing the present invention and simplifying the description, but do not indicate or imply that the device or element referred to must have a specific orientation, be constructed in a specific orientation, and be operated, and thus should not be construed as limiting the present invention, and the specific meanings of the above terms in the present invention can be understood in a specific case by those skilled in the art.

As shown in fig. 1 to 7, the plate buckle type straight locking crossbeam according to this embodiment includes a beam body and connecting buckles disposed at two ends of the beam body, in practice, when a scaffold for supporting a formwork is constructed, the beam body is connected to a connecting plate on an upright of the scaffold through the connecting buckles at the two ends, and the beam body is supported at the bottom of the formwork, specifically, the cross section of the beam body is in an i-shaped configuration, the structural stress stability is higher, and a surface contact can be formed between the top of the i-shaped cross section and the formwork, the combination between the beam body and the formwork is more stable due to the combination form of the surface contact, the beam body is not easy to turn over, more specifically, fixing portions are disposed at two ends of the beam body, one end of each fixing portion is in transitional connection with the beam body, the end of each fixing portion is as wide as the beam body, and the other ends of the fixing portions are connected to the connecting buckles, the width of one end of the fixing part connected with the connecting buckle is smaller than that of the beam body, the top of the narrower end of the fixing part is aligned with that of the beam body, the connecting buckle is connected with the narrower end of the fixing part, further, in the horizontal position, the lower part of the beam body is positioned below the connecting buckle, after the beam body is connected with the connecting disc of the scaffold upright stanchion through the connecting buckle, the lower part of the beam body is in a downward extending structure, for the connecting point of the connecting buckle and the connecting disc, the gravity center of the beam body moves downwards, so that the gravity center of the beam body is positioned below the horizontal position of the connecting buckle and the connecting disc connecting point, the stability of the beam body is further increased, the tendency of relative overturning between the beam body and the template is avoided, the support stability of the template is improved, the beam body is more stable, relative movement does not occur between the connecting buckle and the scaffold upright stanchion connecting disc, the stability of connection between connector link and the scaffold pole setting connection pad is improved.

Specifically, as shown in fig. 1-2, the beam body with the i-shaped cross section includes a web 1, a top wing plate 2 disposed on the top of the web 1, and a bottom wing plate 3 disposed on the bottom of the web 1, the top wing plate 2 and the web 1 are vertically disposed, the top of the web 1 is connected to the middle of the top wing plate 2, the bottom wing plate 3 and the web 1 are vertically disposed, and the bottom of the web 1 is connected to the middle of the bottom wing plate 3.

In the embodiment, the fixed part includes extending plate 4 extending in 1 both ends of web respectively, extending plate 4 and the setting of 1 integrated into one piece of web, and extending plate 4 extends to the outside situation in the tip of web 1, top pterygoid lamina 2 reaches extending plate 4, also, the both ends of top pterygoid lamina 2 and the terminal alignment setting of extending plate 4, the bottom of extending plate 4 is provided with side cut, the width that makes the one end that extending plate 4 and web 1 are connected is greater than the width of the 4 other ends of extending plate, the top of extending plate 4 and the top of web 1 flush the setting, be provided with pterygoid lamina 5 on side cut, the bottom of pterygoid lamina 5 and the one end of bottom pterygoid lamina 3 are connected, narrower one end at extending plate 4 is provided with limit pterygoid lamina 6, connect through limit pterygoid lamina 6 and connector link, limit pterygoid lamina 6 sets up with extending plate 4 perpendicularly, and the top and top pterygoid lamina 2 of limit pterygoid lamina 6 connect, the bottom and the pterygoid lamina 5 of limit pterygoid lamina 6 connect, make web 1 and the periphery of extending plate 4 form a perpendicular atress structure of borduring, the hoop is greatly improved the utility model discloses a stability.

In an embodiment, as shown in fig. 3-4, the bottom wing plate 3, the side wing plate 5, the side wing plate 6 and the top wing plate 2 are an integrally formed structure, on the one hand, the structural strength is improved, the stress stability of the beam body is improved, on the other hand, the bottom wing plate 3, the side wing plate 5, the whole structure of the side wing plate 6 and the top wing plate 2 can be formed by continuously bending the plate profile, the manufacturing is simple, further, when the beam body is continuously bent and formed through the plate profile, the connecting seam of the whole structure is arranged at the top wing plate 2, because in practice, under the action of the weight of the template and the weight of the beam body, the top wing plate 2 is pressed by an extrusion force, the two bottom wing plates 3 are under a tensile force, so that the connecting seam is arranged at the top wing plate 2, the tensile strength of the bottom wing plate 3 is prevented from being influenced, and the whole structural strength of the present invention is favorably improved.

In another embodiment, as shown in fig. 5-7, the outer end face of the extension plate 4 is obliquely arranged, the wing plate 6 is connected with the outer end face of the extension plate 4, so that an included angle is formed between the wing plate 6 and the top wing plate 2, the wing plate 6 is obliquely arranged towards the top wing plate 2, so that the included angle between the wing plate 6 and the top wing plate 2 is an acute angle, and further the outer side face of the wing plate 6 is obliquely arranged downwards, specifically, the connecting buckle comprises a base part 7, the base part 7 is used for being connected with the wing plate 6, two clamping feet 8 are arranged on the base part 7, the connecting with a connecting disc on a vertical rod is facilitated through the clamping feet 8, the two clamping feet 8 are arranged in parallel up and down, a gap is formed between the two clamping feet 8, and the connecting disc is matched into the gap, removable wears to be equipped with and participates in 9 on two calories of feet 8, participate in 9 and pass two calories of feet 8 and connection pad, and then realize the connection of connector link and connection pad, in this embodiment, the lateral surface and the basal portion 7 of limit pterygoid lamina 6 are connected, the lateral surface slope of limit pterygoid lamina 6 is down, make the connection face slope of limit pterygoid lamina 6 and basal portion 7, the connection face at the both ends of roof beam body upwards is the setting of the horn mouth form that expands outward, and then, limit pterygoid lamina 6 and basal portion 7 are connected the back, and it is many through welded connection between limit pterygoid lamina 6 and the basal portion 7, under the dead weight effect of the heavy pressure of template and roof beam body, can produce mutual extruded effect between limit pterygoid lamina 6 and the basal portion 7, joint strength between great increase roof beam body and the connector link.

More specifically, basal portion 7 and two card feet 8 are integrated into one piece's structure, improve overall structure intensity, and the assembly connection is more convenient.

More specifically, the interval between top pterygoid lamina 2 and the bottom pterygoid lamina 3 is not more than the twice of top pterygoid lamina 2 width, avoids the vertical direction width of roof beam body to be too greater than the cooperation width of top pterygoid lamina 2 and template, does benefit to the trend that produces the upset between lightening roof beam body and the template more.

The utility model discloses a theory of operation: during installation in reality, install the top at the scaffold frame with the roof beam body through the connector link, the connection pad adaptation of scaffold frame pole setting is to the clearance between two calories of feet 8, then wear to establish and participate in 9, it can with two calories of feet 8 and connection pad connection to participate in 9, the top pterygoid lamina 2 and the template contact at roof beam body top, and then support the template, form the form of face contact between top pterygoid lamina 2 and the template, and the focus of roof beam body is compared and is moved down more in the tie point of connector link and connection pad, and then can effectually prevent the upset from appearing in the roof beam body, great improvement is to the support stability of template.

The embodiments of the present invention have been presented for purposes of illustration and description, and are not intended to be exhaustive or limited to the invention in the form disclosed, many modifications and variations will be apparent to those skilled in the art, and the embodiments were chosen and described in order to best explain the principles of the invention and the practical application, and to enable others of ordinary skill in the art to understand the invention for various embodiments with various modifications as are suited to the particular use contemplated.

Claims

1. Dish knot formula direct-locking crossbeam, its characterized in that: including the roof beam body and set up in the connector link at roof beam body both ends, the cross-section of roof beam body is the I shape setting, and the both ends of roof beam body all are provided with the fixed part, the one end and the roof beam body transitional coupling of fixed part, the other end and the connector link of fixed part are connected, and the width of the one end that fixed part and connector link are connected is less than the width of roof beam body, and the top of the narrower end of fixed part and the top of roof beam body align the setting to the horizontal position that makes roof beam body lower part is located connector link horizontal position's below.

2. The disc buckle type direct locking cross beam of claim 1, wherein: the roof beam body includes the web, sets up in the top pterygoid lamina at web top and sets up in the bottom pterygoid lamina of web bottom, top pterygoid lamina and bottom pterygoid lamina set up with the web is perpendicular respectively.

3. The disc-buckle type direct-locking beam according to claim 2, wherein: the fixed part includes the extension board that extends in the web tip, and the top pterygoid lamina extends and reaches the extension board, and the bottom of extension board is provided with the side cut for the width that extension board and web are connected one end is greater than the width of the extension board other end, is provided with the side wing board of being connected with the bottom pterygoid lamina on cutting the side, and the narrower end of extension board is provided with the limit pterygoid lamina of being convenient for to be connected with the connector link, and the limit pterygoid lamina is connected with top pterygoid lamina and side wing board respectively.

4. The disc-buckle type direct-locking beam according to claim 3, wherein: the bottom wing plate, the side wing plates and the top wing plate are of an integrally formed structure.

5. The disc-buckle type direct-locking beam according to claim 4, wherein: the connecting seams of the integral structures of the bottom wing plate, the side wing plates and the top wing plate are arranged on the top wing plate.

6. The disc buckle type direct locking cross beam of claim 4, wherein: the included angle between the side wing plate and the top wing plate is an acute angle so that the outer side surface of the side wing plate is arranged in a downward inclined mode.

7. The disc buckle type direct locking cross beam of claim 6, wherein: the connector link includes the basal portion of being connected with the sideboard, be provided with two card feet of being convenient for and pole setting connection pad are connected on the basal portion.

8. The disc buckle type direct locking cross beam of claim 7, wherein: the clamping pins are detachably provided with pins which are convenient to connect with the upright rod connecting disc.

9. The disc buckle type direct locking cross beam of claim 7, wherein: the base and the two clamping legs are of an integrally formed structure.

10. The disc buckle type direct locking cross beam of claim 2, wherein: the distance between the top wing panel and the bottom wing panel is no greater than twice the width of the top wing panel.