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CN-117027364-B - Just, dismantle scaffold connecting piece that can be used to high big template

CN117027364BCN 117027364 BCN117027364 BCN 117027364BCN-117027364-B

Abstract

The invention discloses a conveniently-detached scaffold connecting piece capable of being used for a tall and big template, which comprises a vertical rod, a horizontal rod, a vertical diagonal rod, a movable hinge plate and a connecting plate, wherein the vertical rod and the horizontal rod are connected through the connecting plate, six concave teeth of the connecting piece are arranged at the front end of the connecting plate, three v-shaped connecting hooks are attached to the inner edge of the connecting plate, the front end of the horizontal rod comprises six convex teeth of the horizontal rod and three diamond-shaped connecting hooks, the convex teeth of the horizontal rod are connected with the concave teeth of the connecting piece, the diamond-shaped connecting hooks are connected with the v-shaped connecting hooks, the movable hinge plate is connected to the horizontal rod, and the upper end and the lower end of the movable hinge plate are in threaded connection with the diagonal rod. The scaffold connecting piece reduces the local pressure of the connecting disc through reasonable arrangement of the structures of all the parts, and the connecting disc and the horizontal rod can be connected or detached quickly by adopting simple push-pull fit.

Inventors

  • NIU ZHENGUO
  • LI PAN
  • CHENG XIANKUN
  • HAN YONGWEI
  • LEI BIN
  • YUAN HELI
  • GAO HAN
  • LI XIAOGE
  • HU JIAN
  • LI DONGKAI

Assignees

  • 中铁建设集团有限公司

Dates

Publication Date
20260505
Application Date
20230823

Claims (7)

  1. 1. The convenient-to-detach scaffold connecting piece is characterized by comprising a vertical rod, a horizontal rod, a vertical diagonal rod, a movable hinging disc and a connecting disc, wherein the vertical rod and the horizontal rod are connected through the connecting disc; Six connecting piece concave teeth are arranged at the front end of the connecting disc, three v-shaped connecting hooks are attached to the inner edge of the connecting disc, the front end of the horizontal rod comprises six horizontal rod convex teeth and three diamond-shaped connecting hooks, the horizontal rod convex teeth are connected with the connecting piece concave teeth, and the diamond-shaped connecting hooks are connected with the v-shaped connecting hooks; The movable hinging disc is connected to the horizontal rod, and the upper end and the lower end of the movable hinging disc are in threaded connection with the vertical diagonal rod; the upper end and the lower end of the movable hinging disc are provided with u-shaped grooves, and the vertical diagonal rods are arranged in the u-shaped grooves through threaded couplings; the threaded coupler is tightly connected with the vertical inclined rods through threads, the two vertical inclined rods in the same plane form wavy dispersed stress, and the vertical inclined rods, the vertical rods and the horizontal rods also form interaction force; The inside of movable hinge dish is equipped with the third bolt hole, and every horizon bar passes the third bolt hole of movable hinge dish in proper order, and when V type connection couple side inclined plane was touched to the front end of rhombus connection couple, the horizon bar rotated to suitable direction, and the couple just got into from the vacancy of three V type connection couple to the horizon bar dogtooth staggers corresponding angle with the connecting piece concave tooth, continues to promote the horizon bar, makes horizon bar dogtooth inclined plane and connecting piece concave tooth inclined plane contact, until the dogtooth peak is close concave tooth minimum.
  2. 2. The ready-to-disassemble scaffolding coupler for use in tall templates as claimed in claim 1 wherein the pole is of Q345 high strength low alloy steel.
  3. 3. The scaffold connecting piece convenient to detach for the tall templates according to claim 1, wherein the diamond-shaped connecting hooks and the v-shaped connecting hooks are evenly distributed at intervals of 60 degrees by taking the axis of a horizontal rod as the center of a circle.
  4. 4. The detachable scaffold connecting piece for the tall templates according to claim 1, wherein the concave teeth of the six connecting pieces are equal in size and opposite in direction to the convex teeth of the six horizontal rods and act on the same horizontal plane.
  5. 5. A readily removable scaffolding connector for tall templates as claimed in claim 1 wherein said articulating disc is elliptical in shape.
  6. 6. The conveniently detachable scaffold connecting piece for the tall templates according to claim 1, wherein a spring is arranged between the diamond-shaped connecting hook and the v-shaped connecting hook.
  7. 7. The ready-to-detach scaffolding connector for use with tall templates according to claim 1 wherein the connection disc is a disc and the diameter of the horizontal bar and the diameter of the connection disc differ by 20mm.

Description

Just, dismantle scaffold connecting piece that can be used to high big template Technical Field The invention relates to the technical field of constructional engineering, in particular to a scaffold connecting piece convenient to detach, which can be used for a high and large template. Background With the development of modern society, modern buildings break through new heights continuously in height and span, so that the requirements on bearing capacity of the buildings are higher and higher, and the application technology of high formwork is also increased. In the construction of concrete engineering structures, aiming at formwork engineering and supporting systems, the height is set up to be 8m or more, the span is set up to be 18m or more, the total construction load is 15kN/m 2 or more, and the concentrated line load is 20kN/m or more, and the construction method belongs to a high and large formwork supporting system. Therefore, the formwork engineering is one of important factors affecting the safety quality of the whole engineering, and serious collapse accidents occur in the concrete pouring process of the formwork support system, so that serious quality safety accidents are necessarily caused, and life and property safety is endangered. By adopting the traditional cast-in-situ box girder template, the cast-in-situ box girder template is high in surface smoothness, convenient to assemble and easy to disassemble, but the cast-in-situ box girder template bracket is required to be arranged on a foundation which is reinforced and has enough strength, and the foundation surface is required to be flat, so that the requirement on the construction environment is high. In the formwork support system, a scaffold connecting piece which can be adopted for high and large formwork construction is provided with a fastener type steel pipe scaffold, the processing, erection and dismantling of the bracket are simple, the length and the angle of a steel pipe can be adjusted randomly, the erection is flexible, the applicability is good, but the steel pipe is made of Q235B common carbon steel, a rod piece is easy to corrode, periodic paint filling is needed, the turnover is poor, the random interception phenomenon of a long steel pipe is common, and the material loss rate is high. From the mechanical failure mechanism, the upright rod is used as a main stress member of the scaffold and mainly bears axial pressure. When the vertical rod is positioned on the side rod or the angle rod, the axial compression gradually becomes eccentric compression, a larger bending moment value is generated, the vertical rod starts to be unstable, and finally the rod piece loses stability. The bolts of the fasteners are used as the support for supporting the horizontal rods, the counterforce of the support is gradually increased, and the bolts are in welded connection with the horizontal support, so that the bolts on two sides of the horizontal support bear the shearing force, and if the welding quality is low, the welding line bearing capacity at the joint of the horizontal rods and the bolts is low, and the shearing damage of the bolts occurs. Therefore, how to connect the scaffold can ensure the stability of the scaffold, reduce the damage caused by eccentric compression of the vertical rod or shearing of the bolt, and ensure the convenience of installation and disassembly of the scaffold, and is the subject of the research of the invention. The technical erection and design of the high and large formwork support system are not standardized in China, and the formwork support frame can cause the loss of the high and large formwork support frame due to the fact that the formwork support frame is repeatedly turned, transported and used in practical engineering application, so that the high and large formwork support frame is erected in practical engineering in a more-than-half experience semi-theoretical mode, although the experience of the existing design and constructors is sufficient, the scientific theoretical basis is lacking, the complexity of the high and large formwork is completely insufficient only by virtue of construction experience, namely, if the complex and special formwork system is encountered, the design and constructors cannot grasp the key points of the complex and large formwork support frame, and the high and large formwork accident frequency is caused. Chinese patent CN105421756B discloses a bowl-buckled scaffold, which comprises a vertical rod, an upper bowl buckle, a cross rod and a lower bowl buckle, wherein the outer rings on the left and right sides of the cross rod are respectively sleeved with a cross rod plug, the inner side of the cross rod plug is provided with a groove, and the upper and lower ends of the cross rod plug are respectively provided with a side buckle column. This bowl knot formula scaffold frame, simple structure, simple to operate wholly is equipped with bowl knot, goes up bowl post, lower b