CN211447744U - Formula scaffold frame is detained to dish for building site - Google Patents

Formula scaffold frame is detained to dish for building site Download PDF

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Publication number
CN211447744U
CN211447744U CN201921810045.XU CN201921810045U CN211447744U CN 211447744 U CN211447744 U CN 211447744U CN 201921810045 U CN201921810045 U CN 201921810045U CN 211447744 U CN211447744 U CN 211447744U
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China
Prior art keywords
standard base
pole setting
fastener
bolt
connection pad
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CN201921810045.XU
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Chinese (zh)
Inventor
袁萍
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Liaoning Chitong Construction Engineering Co ltd
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Liaoning Chitong Construction Engineering Co ltd
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Priority to CN201921810045.XU priority Critical patent/CN211447744U/en
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Publication of CN211447744U publication Critical patent/CN211447744U/en
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Abstract

The utility model provides a building site is with dish knot formula scaffold frame, including pole setting, horizontal pole, oblique pull rod, connection pad, fastener, standard base and gyro wheel, pole setting and standard base integrated into one piece, standard base bottom is equipped with the gyro wheel interface, be equipped with rotary interface on the gyro wheel, the gyro wheel passes through rotary interface and installs on standard base, the installation supports the steelframe on the standard base, support the steelframe other end and meet with the pole setting, support steelframe, standard base and pole setting integrated into one piece, the connection pad connects in the pole setting soon, the horizontal pole passes through the bolt and installs on the connection pad, the fastener passes through the bolt to be fixed on the connection pad, oblique pull rod passes through the mounting screw on the fastener, and this building site is with dish knot formula scaffold frame and removes.

Description

Formula scaffold frame is detained to dish for building site
Technical Field
The utility model relates to a building engineering technical field specifically is a formula scaffold frame is detained to dish for building site.
Background
Scaffold frame is as building site's important instrument, not only provide convenience for building work, guarantee safety again, current original dish knot formula scaffold frame, most of be circular steel pipe, it rolls off more easily in use and installation, there is great potential safety hazard, scaffold frame is difficult to remove after the installation is accomplished, and easily remove to set up to hollow for steel pipe in use, the scope of weighing has been reduced in the aspect of bearing capacity like this, if can improve on original basis, it is adjustable to make the bearing capacity, increase the scope of weighing, make the steel pipe easily lay, difficult landing, reduce the potential safety hazard, make scaffold frame can whole convenient removal need not to dismantle the equipment again after the complete erection is accomplished, just can be fine solve above-mentioned problem.
SUMMERY OF THE UTILITY MODEL
Not enough to prior art exists, the utility model aims at providing a formula scaffold is detained to dish for building site to solve the problem that proposes in the above-mentioned background art.
In order to achieve the above purpose, the present invention is realized by the following technical solution: a disk buckle type scaffold for construction sites comprises upright rods, cross rods, diagonal draw rods, connecting disks, fasteners, a standard base and rollers, the upright stanchion and the standard base are integrally formed, the bottom of the standard base is provided with a roller wheel interface, the roller wheel is provided with a rotary interface, the rollers are arranged on a standard base through a rotary interface, a support steel frame is arranged on the standard base, the other end of the supporting steel frame is connected with the upright stanchion, the connecting disc is welded on the upright stanchion, the connecting disc is provided with a first bolt jack and a second bolt jack, the cross bar is arranged on the connecting disc through a bolt, the fastener is fixed on the connecting disc through a bolt, the inclined pull rods are arranged on the fasteners through screws, the vertical rods and the transverse rods are internally provided with detachable steel rods, the steel rod passes through the screw installation in the inside of pole setting and horizontal pole, be equipped with bolt jack three on the fastener.
As an optimized mode of the utility model, support steelframe, standard base and pole setting integrated into one piece.
As an optimized mode of the present invention, one number of the plug pin insertion holes is 4, and two numbers of the plug pin insertion holes are 4.
As an optimized mode of the utility model, three quantity of bolt jacks are 2.
As an optimal mode of the utility model, the inside screw interface that all is equipped with in steel rod both ends, steel rod quantity is 2.
As an optimal mode of the present invention, the fastener is provided with a groove.
As an optimized mode of the present invention, the number of the supporting steel frames is 4.
The utility model has the advantages that:
1. the utility model relates to a building site is with dish knot formula scaffold frame is equipped with the gyro wheel mountable and dismantles, at bottom installation gyro wheel when needing to remove scaffold frame, makes things convenient for scaffold frame moving as a whole.
2. The utility model relates to a building site is with dish knot formula scaffold frame, steel pipe set up the cuboid, are convenient for place, prevent to roll and fall.
3. The utility model relates to a building site is with dish knot formula scaffold frame, the inside steel rod that is equipped with of steel pipe increases the bearing capacity of scaffold frame, ensures safety, and the steel rod can be dismantled the use as required.
Drawings
FIG. 1 is a structural diagram of the external part of the disk fastener type scaffold for construction site;
FIG. 2 is a structural diagram of the inside of a steel pipe of a coil-buckled scaffold for a construction site;
FIG. 3 is a top structure view of the steel pipe of the coil-buckled scaffold for construction sites;
FIG. 4 is a structural diagram of the disk-buckle type scaffold connecting disk for construction sites of the present invention;
fig. 5 is a schematic view of the bottom structure of the standard base of the coil-buckled scaffold for construction sites;
FIG. 6 is a schematic view of the structure of the coil-buckled scaffold roller for construction sites according to the present invention;
FIG. 7 is a structural diagram of a disk fastener type scaffold fastener for construction site according to the present invention;
fig. 8 is a schematic view of a coil buckling type scaffold steel rod for a construction site according to the present invention;
FIG. 9 is an overall construction drawing of the disk buckle type scaffold for construction site according to the present invention;
in the figure: the device comprises a vertical rod 1, a connecting plate 2, a fastener 3, a screw 4, a supporting steel frame 5, a steel rod 6, a bolt jack I7, a bolt jack II 8, a bolt jack III 9, a vertical rod jack 10, a screw jack 11, a bolt 12, a diagonal draw bar 13, a cross bar 14, a standard base 15, a cross bar head 16, a roller wheel interface 17, a roller wheel 18, a rotating interface 19, a screw interface 20, a groove 21 and a pedal 22.
Detailed Description
In order to make the technical means, creation features, achievement purposes and functions of the present invention easy to understand, the present invention is further described below with reference to the following embodiments.
Referring to fig. 1 to 9, the present invention provides a technical solution: a disk buckle type scaffold for a building site comprises a vertical rod 1, a cross rod 14, an oblique pull rod 13, a connecting disk 2, a fastener 3, a standard base 15 and a roller 18, wherein the vertical rod 1 and the standard base 15 are integrally formed, the bottom of the standard base 15 is provided with a roller interface 17, the roller 18 is provided with a rotary interface 19, the roller 18 is installed on the standard base 15 through the rotary interface 19, a supporting steel frame 5 is installed on the standard base 15, the other end of the supporting steel frame 5 is connected with the vertical rod 1, the connecting disk 2 is welded on the vertical rod 1, the connecting disk 2 is provided with a first pin jack 7 and a second pin jack 8, the cross rod 14 is installed on the connecting disk 2 through a pin 12, the fastener 3 is fixed on the connecting disk 2 through the pin 12, the oblique pull rod 13 is installed on the fastener 3 through a screw 4, the detachable steel rod 6 is arranged inside, the steel rod 6 is arranged inside the vertical rod 1 and the cross rod 14 through screws 4, and the fastener 3 is provided with a bolt jack III 9.
As a preferred embodiment of the present invention, the supporting steel frame 5, the standard base 15 and the vertical rod 1 are integrally formed.
As an optimal implementation of the utility model, 7 quantity of bolt jacks are 4, two 8 quantity of bolt jacks are 4, make diversified mountable horizontal pole 14 and oblique pull rod 13.
As a preferred embodiment of the present invention, the number of the three 9 plug sockets is 2.
As an optimized implementation manner of the utility model, the inside screw interface 20 that all is equipped with in 6 both ends of steel rod makes steel rod 6 fix respectively in the inside of pole setting 1 and horizontal pole 14, 6 quantity of steel rod are 2, reinforcing steadiness.
As a preferred embodiment of the present invention, the fastening member 3 is provided with a groove 21.
As an optimized implementation of the present invention, the number of the supporting steel frames 5 is 4, so as to enhance the stability.
The working principle is as follows: when a scaffold needs to be used, the upright rods 1 are welded on the top of a standard base 15, a supporting steel frame 5 is welded, the upright rods 1 and the standard base 15 are respectively connected at two ends, the upright rods 1 penetrate through upright rod jacks 10, the connecting disc 2 is sleeved on the upright rods 1, the connecting disc 2 is welded at a proper position of the upright rods 1, the fasteners 3 are placed on the connecting disc 2, pin jacks three 9 on the fasteners 3 are aligned with pin jacks one 7 or pin jacks two 8 on the connecting disc 2, the fasteners 3 are installed on the connecting disc 2 by inserting pins 12 into the pin jacks one 7 and the pin jacks three 9 or the pin jacks two 8 and the pin jacks three 9, the diagonal rods 13 are fixedly installed on the fasteners 3 by penetrating screws 4 through screw interfaces 11, the cross rods 14 are also inserted into pin holes on a cross rod head 16 by using the pins 12, the cross rods 14 are fixed, if the bottom scaffold needs to increase weight or needs to have, can install the inside at the steel pipe with screw 4 with steel rod 6, after using the completion, if need wholly remove a certain position, can carry out whole promotion, it is convenient to remove, labour saving and time saving through rotatory the bottom of installing at standard base 15 with gyro wheel 18.
Having shown and described the principles and essential features of the invention and the advantages of a disc-buckle scaffold for construction sites, it will be apparent to those skilled in the art that a disc-buckle scaffold for construction sites is not limited to the details of the foregoing exemplary embodiments, but may be embodied in other specific forms without departing from the spirit or essential characteristics of the invention. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.
Furthermore, it should be understood that although the present description refers to embodiments, not every embodiment may contain only a single embodiment, and such description is for clarity only, and those skilled in the art should integrate the description, and the embodiments may be combined as appropriate to form other embodiments understood by those skilled in the art.

Claims (7)

1. The utility model provides a building site is with dish knot formula scaffold frame, includes pole setting (1), horizontal pole (14), diagonal draw bar (13), connection pad (2), fastener (3), footboard (22), standard base (15) and gyro wheel (18), its characterized in that: the utility model discloses a support frame for the automobile seat, including pole setting (1) and standard base (15) integrated into one piece, standard base (15) bottom is equipped with gyro wheel interface (17), be equipped with rotary interface (19) on gyro wheel (18), install on standard base (15) gyro wheel (18) through rotary interface (19), install support steelframe (5) on standard base (15), support steelframe (5) other end and pole setting (1) and meet, standard base (15), pole setting (1) and support steelframe (5) integrated into one piece, connection pad (2) are connect soon on pole setting (1), be equipped with bolt jack one (7) and bolt jack two (8) on connection pad (2), cross bar (14) are installed on connection pad (2) through bolt (12), fastener (3) are fixed on connection pad (2) through bolt (12), oblique pull rod (13) are installed on fastener (3) through screw (4), pole setting (1) all are equipped with detachable steel rod (6) with horizontal pole (14) inside, the inside at pole setting (1) and horizontal pole (14) is installed through screw (4) in steel rod (6), be equipped with bolt jack three (9) on fastener (3).
2. The disc-buckle scaffold for construction sites according to claim 1, wherein: the support steel frame (5), the standard base (15) and the upright stanchion (1) are integrally formed.
3. The disc-buckle scaffold for construction sites according to claim 1, wherein: the number of the first bolt jacks (7) is 4, and the number of the second bolt jacks (8) is 4.
4. The disc-buckle scaffold for construction sites according to claim 1, wherein: the number of the plug pin jacks III (9) is 2.
5. The disc-buckle scaffold for construction sites according to claim 1, wherein: screw connectors (20) are arranged inside two ends of each steel rod (6), and the number of the steel rods (6) is 2.
6. The disc-buckle scaffold for construction sites according to claim 1, wherein: the fastener (3) is provided with a groove (21).
7. The disc-buckle scaffold for construction sites according to claim 1, wherein: the number of the supporting steel frames (5) is 4.
CN201921810045.XU 2019-10-25 2019-10-25 Formula scaffold frame is detained to dish for building site Active CN211447744U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201921810045.XU CN211447744U (en) 2019-10-25 2019-10-25 Formula scaffold frame is detained to dish for building site

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201921810045.XU CN211447744U (en) 2019-10-25 2019-10-25 Formula scaffold frame is detained to dish for building site

Publications (1)

Publication Number Publication Date
CN211447744U true CN211447744U (en) 2020-09-08

Family

ID=72297172

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201921810045.XU Active CN211447744U (en) 2019-10-25 2019-10-25 Formula scaffold frame is detained to dish for building site

Country Status (1)

Country Link
CN (1) CN211447744U (en)

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