CN210396080U - Light high-strength beam lower main keel - Google Patents

Light high-strength beam lower main keel Download PDF

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Publication number
CN210396080U
CN210396080U CN201921065003.8U CN201921065003U CN210396080U CN 210396080 U CN210396080 U CN 210396080U CN 201921065003 U CN201921065003 U CN 201921065003U CN 210396080 U CN210396080 U CN 210396080U
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Prior art keywords
keel
fossil fragments
strength beam
rib
numerical value
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CN201921065003.8U
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Chinese (zh)
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蒋飞
孟路
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Jiang Fei
Meng Lu
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Individual
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Abstract

The utility model relates to a disc type scaffold frame technical field especially relates to a main joist under light high-strength beam, include the fossil fragments body of being connected with the connection pad, the both ends of fossil fragments body are equipped with connecting portion, and the fossil fragments body is cut by thin wall side pipe and is made, and fossil fragments body upper portion is rectangular bearing portion, and the lower part of fossil fragments body is trapezoidal rib, is equipped with the fretwork that lightens weight in the rib, and connecting portion are provided with outside circular steel tube including setting up the steel sheet at fossil fragments body both ends on the steel sheet, and the outer end of circular steel tube is provided with the foundry ladle, is equipped with the bolt that is used for being connected with the connection pad in the pole setting on the foundry ladle, the utility model discloses simple structure, intensity is high, has improved the.

Description

Light high-strength beam lower main keel
Technical Field
The utility model relates to a disc type scaffold frame technical field especially relates to a main joist under light high-strength beam.
Background
A joist is an important component of a scaffold or support frame. The utility model discloses a support frame, scaffold frame, joist, supporting beam, bracing frame, scaffold frame, joist, bracing frame and scaffold frame use are used to play the effect of connecting pole setting transmission horizontal force in the support body, and the joist is used for supporting auxiliary beam for building, have important bearing effect, and current joist both ends do not set up connection structure, adopt the lapped mode to be applied to on supporting the support body, and connection structure is unstable, and overall structure is heavier, leads to the construction convenience poor.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to overcome not enough among the prior art, provide a main joist under light high-strength beam, directly replaced original joist, simple structure, intensity is high, has improved the convenience of construction, the effectual construction cost that has reduced.
The utility model discloses a realize through following technical scheme: a light high-strength beam lower main keel comprises a keel body connected with a connecting disc, connecting parts are arranged at two ends of the keel body, the keel body is cut from a thin-wall square tube, the upper part of the keel body is a rectangular bearing part, the lower part of the keel body is a trapezoidal reinforcing part, the length value of the upper bottom edge of the reinforcing part is the same as the value of the lower bottom edge of the bearing part, the length value of the lower bottom edge of the reinforcing part is less than the value of the upper bottom edge of the reinforcing part, the reinforcing part is provided with a hollow part which is through from front to back, the ratio of the height value to the length value of the keel body is 2:1, the connecting part comprises steel plates arranged at two ends of the keel body, be provided with outside circular steel tube on the steel sheet, the outer end of circular steel tube is provided with the foundry head, be provided with the bolt that is used for being connected with the connection pad in the pole setting on the foundry head.
Further, the height of fossil fragments body is 200mm, fossil fragments body width 100 mm.
Furthermore, the thickness of thin-walled square pipe is 3 mm.
Further, the hollow-out part is semicircular.
Furthermore, a support frame is arranged in the keel body along the diagonal angle of the keel body, and the support frame is X-shaped.
Furthermore, a through hole matched with the hollow shape is formed in the position, opposite to the hollow, of the support frame.
The beneficial effects of the utility model reside in that: the utility model discloses simple structure, intensity is high, has improved the convenience of construction, the effectual construction cost that has reduced to set up connecting portion through the both ends at the fossil fragments body, the fossil fragments body of being convenient for is connected with the pole setting, and the shearing resistance, bending resistance, the deflection value of fossil fragments body are all better a lot than the double pin channel-section steel, and the utility model discloses than the weight of double pin channel-section steel low, the main joist need not to prop and the bracket when using, directly supports at the bottom of a beam, the construction of being convenient for.
Drawings
FIG. 1 is a structural diagram of embodiment 1 of the present invention;
fig. 2 is a front view of embodiment 1 of the present invention;
FIG. 3 is a cross-sectional view taken along line A of FIG. 2;
wherein: 1-keel body, 2-hollow, 3-casting head bolt, 4-casting head, 5-support frame and 6-steel plate.
Detailed Description
In the description of the present invention, it should also be noted that, unless otherwise explicitly specified or limited, the terms "disposed," "mounted," "connected," and "connected" are to be construed broadly, e.g., as meaning either a fixed connection, a removable connection, or an integral connection; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meaning of the above terms in the present invention can be understood in specific cases to those skilled in the art.
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Example 1
As shown in figure 1, the light high-strength beam lower main keel comprises a keel body 1 connected with a connecting disc, connecting parts connected with the connecting disc are arranged at two ends of the keel body 1, the keel body 1 is a thin-wall square tube, the thickness of the thin-wall square tube is 3mm, edges on the keel body 1 are all in an inverted arc shape, the length of the keel body 1 is 1500mm, the height of the keel body 1 is 200mm, the width of the keel body 1 is 100mm, the ratio of the height value to the length value of the keel body 1 is 2:1, so that the structural strength of a reinforcing part can be ensured, the upper part of the keel body 1 is a bearing part, the bearing part is rectangular, the lower part of the keel body 1 is a reinforcing part, the reinforcing part is processed into a trapezoid, the length value of the upper bottom edge of the reinforcing part is the same as the value of the lower bottom edge of the bearing part, the length value of the lower bottom edge of the reinforcing, the cross-section of fretwork 2 is semi-circular, fretwork 2 can effectual reduction fossil fragments body 1's weight, and do not influence the structural strength of rib, connecting portion are including fixing the steel sheet 6 at a both ends of weighing, be fixed with outside circular steel tube on the steel sheet 6, circular steel tube is perpendicular with steel sheet 6, the outer end welding of circular steel tube has foundry practice ladle 4, the cartridge has the foundry ladle bolt 3 that runs through terminal surface about foundry ladle 4 on the foundry ladle 4, the foundry ladle bolt is used for fixing foundry ladle 4 on the connection pad, this internal diagonal angle along fossil fragments body of fossil fragments is fixed with support frame 5, support frame 5 is the X type, support frame 5 can support the inside of fossil fragments body 1, further strengthen fossil fragments body 1's intensity, the position department processing relative with the fretwork on support frame 5 has with fretwork shape assorted through-hole, the through-hole can effectual quality that reduces support frame.
During the use, fossil fragments main part 1 passes through connecting portion snap-on the connection pad in the pole setting, highly making fossil fragments main part direct and the contact of beam bottom and supporting the beam bottom through adjusting connection pad in the pole setting, need not bracket and joist, the effectual construction cost that has reduced to the security has been improved, has accelerated the construction speed simultaneously.
Finally, it should be noted that: although the present invention has been described in detail with reference to the foregoing embodiments, it will be apparent to those skilled in the art that modifications and variations can be made in the embodiments or in part of the technical features of the embodiments without departing from the spirit and the scope of the invention.

Claims (6)

1. The utility model provides a main joist under light high-strength beam, includes the fossil fragments body of being connected with the connection pad, the both ends of fossil fragments body are provided with connecting portion, its characterized in that: the keel body is cut by thin-wall square pipe and made, keel body upper portion is rectangular bearing portion, the lower part of keel body is trapezoidal rib, the last base length numerical value of rib is the same with the lower base numerical value of bearing portion, the lower base length numerical value of rib is less than the last base numerical value of rib, penetrating fretwork around being provided with on the rib, the height numerical value and the length numerical value of keel body are 2:1, connecting portion are including setting up the steel sheet at keel body both ends, be provided with outside circular steel tube on the steel sheet, the outer end of circular steel tube is provided with casts the head, be provided with the bolt that is used for being connected with the connection pad in the pole setting on casting the head.
2. The light and high-strength beam lower main keel according to claim 1 is characterized in that: the height of fossil fragments body is 200mm, fossil fragments body width 100 mm.
3. The light and high-strength beam lower main keel according to claim 1 is characterized in that: the thickness of thin wall side's pipe is 3 mm.
4. The light and high-strength beam lower main keel according to claim 1 is characterized in that: the hollow-out is arranged to be semicircular.
5. The light and high-strength beam lower main keel according to claim 1 is characterized in that: the keel is characterized in that a support frame is arranged in the keel body along the diagonal of the keel body, and the support frame is X-shaped.
6. The light and high-strength beam lower main keel according to claim 5, is characterized in that: and through holes matched with the hollow shapes are arranged at the positions, opposite to the hollows, on the support frame.
CN201921065003.8U 2019-07-09 2019-07-09 Light high-strength beam lower main keel Active CN210396080U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201921065003.8U CN210396080U (en) 2019-07-09 2019-07-09 Light high-strength beam lower main keel

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201921065003.8U CN210396080U (en) 2019-07-09 2019-07-09 Light high-strength beam lower main keel

Publications (1)

Publication Number Publication Date
CN210396080U true CN210396080U (en) 2020-04-24

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Application Number Title Priority Date Filing Date
CN201921065003.8U Active CN210396080U (en) 2019-07-09 2019-07-09 Light high-strength beam lower main keel

Country Status (1)

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CN (1) CN210396080U (en)

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GR01 Patent grant
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TR01 Transfer of patent right

Effective date of registration: 20210329

Address after: 450000 room 16, building 11, yard 39, Zhengbian Road, Guancheng Hui District, Zhengzhou City, Henan Province

Patentee after: Jiang Fei

Patentee after: Meng Lu

Address before: 450000 room 16, building 11, yard 39, Zhengbian Road, Guancheng Hui District, Zhengzhou City, Henan Province

Patentee before: Jiang Fei

TR01 Transfer of patent right