CN2931576Y

CN2931576Y - Creasing forming steel sheet pile

Info

Publication number: CN2931576Y
Application number: CN 200620030716
Authority: CN
Inventors: 李怀前; 刘天杰; 孟虎生; 左照林; 刘佳林; 陈二林; 崔文涛; 左好学
Original assignee: 李怀前; 刘天杰
Priority date: 2006-07-18
Filing date: 2006-07-18
Publication date: 2007-08-08
Anticipated expiration: 2016-07-18

Abstract

The utility model discloses a kink molding steel sheet pile, mainly for river, lake slope protection and diversion, which comprises a rectangle peg body, wherein the two sides of the peg body is provided with a buckle border which has a slit edge. In using the technical scheme of the utility model, cut a general armor plate of a certain thickness into a steel sheet pile with a slit edge buckle border on the two sides, a plurality of blocks can be combined together in the landscape orientation, each of the blocks has only a few dozen kilograms, two men can carry it on muddy road or in the water. In the riverway with water and muddy, people can dig a peg with a small simple equipment.

Description

The bending forming steel sheet pile

Technical field

The utility model relates to a kind of bank protection of rivers, loke shore and bending forming steel sheet pile that water conservancy diversion uses of being used for.

Background technology

Present steel sheet pile has the steel sheet pile of Ma'anshan Iron and Steel Corp and the steel sheet pile of the patent No. 95120246.4 and the patent No. 96191138.7, all is that weight is big by steel mill's direct rolling and forming, manually is difficult to move, and following stake needs main equipment.

Summary of the invention

The purpose of this utility model provides a kind of in light weight, and following stake is the bending forming steel sheet pile easily.

For achieving the above object, the utility model adopts following technical scheme: a kind of bending forming steel sheet pile, comprise pile body, and described pile body is a rectangle, its dual-side is provided with the button limit that band cracks.

Cross section, described button limit is for being rectangular edges.

Cross section, described button limit is for being circular edges.

In order to increase rigidity, rolling on the pile body consistent with described button edge direction has reinforcing rib.

Lengthening connects for convenience, and described pile body one end is provided with junction plate, has the hole on the junction plate, and the hole correspondence position on the pile body other end and the junction plate also has the hole.

Adopt technical scheme described in the utility model, to there be certain thickness general steel plate to shear and be converted into the steel sheet pile that both sides have the button limit of cracking, laterally can make up spiral-lock by polylith, every is had only tens kilogram weights, and two people can lift fortune on the path of mire or in water.There being water to have in the river course of mud, manually use compact simplified equipment, just can descend stake.

Description of drawings

Figure 1 shows that a kind of structural representation of the utility model;

Figure 2 shows that the right side view of Fig. 1;

Figure 3 shows that the another kind of structural representation of the utility model;

Figure 4 shows that the right side view of Fig. 3;

Figure 5 shows that the cross-sectional view of Fig. 1;

Figure 6 shows that the cross-sectional view of Fig. 3;

Figure 7 shows that the another kind of structure cross-sectional view of Fig. 1;

Figure 8 shows that the another kind of structure cross-sectional view of Fig. 3;

Fig. 9 is the structural representation of band junction plate shown in Figure 1;

Figure 10 is the structural representation of band junction plate shown in Figure 3;

Figure 11 is the connection diagram of two blocks of horizontal adjacent steel sheet piles shown in Figure 5;

Figure 12 is the connection diagram of two blocks of horizontal adjacent steel sheet piles shown in Figure 7;

Figure 13 is the connection diagram of two blocks of horizontal adjacent steel sheet piles shown in Figure 6;

Figure 14 is the connection diagram of two blocks of horizontal adjacent steel sheet piles shown in Figure 8.

The specific embodiment

As shown in Figure 1, 2, this bending forming steel sheet pile comprises rectangular pile body 6, will have certain thickness general steel plate to cut into the flat board of required specification with plate shearing machine, is bent into the button limit 1,2 that band cracks at its dual-side.As shown in Figure 5, button limit 1,2 can be bent into the opening edge that the cross section is a rectangle, and also available machine crimp is made open circles tubulose shown in Figure 7.Shown in Fig. 3,4, in order to increase the rigidity of steel sheet pile, middle part and the consistent longitudinally rolling reinforcing rib together 7 of button limit 1,2 directions at pile body 6, can further strengthen the rigidity of steel sheet pile like this, the shape on same button limit 1,2 can be bent into the opening edge that cross section shown in Figure 6 is a rectangle, and also available machine crimp is made open circles tubulose shown in Figure 8.Shown in Fig. 9,10, vertically lengthening connects for convenience, and two junction plates 3 of pile body 6 one ends welding all have a circular hole hole 4 on the junction plate 3, and hole 4 correspondence positions on pile body 6 other ends and the junction plate 3 also have hole 5.

The button limit the 1, the 2nd of this bending forming steel sheet pile dual-side, polylith steel sheet pile snapping arranged side by side is that one is provided with for convenience, shown in Figure 11,12,13,14, two block plate stakes are arranged in juxtaposition, the button limit 1 of one block plate stake, one side installs in the button limit 2 of inserting another block plate stake one side, two block plate stakes arranged side by side so just have been linked to be one, can also laterally connect more polylith steel sheet pile side by side certainly.The hole 5 that hole 4 correspondence positions on the junction plate 3 of pile body 6 one ends and the other end and the junction plate 3 are opened polylith steel sheet pile for convenience vertically connects as one and is provided with bolt, another block plate stake is installed above a block plate stake, make hole 5 stacks of hole 4 and a following block plate stake correspondence position on the top block plate stake lower end junction plate 3, penetrate in the hole up and down with bolt that two block plate stakes fuse, can also vertically connect more polylith steel sheet pile certainly.

Claims

1, a kind of bending forming steel sheet pile comprises pile body, it is characterized in that: described pile body is a rectangle, and its dual-side is provided with the button limit that band cracks.

2, bending forming steel sheet pile as claimed in claim 1 is characterized in that: cross section, described button limit is for being rectangular edges.

3, bending forming steel sheet pile as claimed in claim 1 is characterized in that: cross section, described button limit is for being circular edges.

4, as claim 1 or 2 or 3 described bending forming steel sheet piles, it is characterized in that: rolling on the pile body consistent with described button edge direction has reinforcing rib.

5, bending forming steel sheet pile as claimed in claim 4 is characterized in that: described pile body one end is provided with junction plate, has the hole on the junction plate, and the hole correspondence position on the pile body other end and the junction plate also has the hole.