CN210482365U - Combined type steel construction assembly retaining structure - Google Patents
Combined type steel construction assembly retaining structure Download PDFInfo
- Publication number
- CN210482365U CN210482365U CN201921132756.6U CN201921132756U CN210482365U CN 210482365 U CN210482365 U CN 210482365U CN 201921132756 U CN201921132756 U CN 201921132756U CN 210482365 U CN210482365 U CN 210482365U
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- bottom plate
- vertical
- inclined struts
- steel structure
- buttress
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Abstract
The utility model discloses a combined type steel structure assembly retaining structure, which comprises a bottom plate, a vertical plate, a buttress, a plurality of inclined struts with different lengths and a plurality of anchor rods, wherein the bottom plate is horizontally arranged, the vertical plate is vertically arranged, and the bottom end of the vertical plate is connected with one end of the bottom plate; the inclined struts are obliquely arranged and are uniformly arranged outwards at intervals from the joints of the vertical plates and the bottom plate, one ends of the inclined struts are connected with the vertical plates, the other ends of the inclined struts are connected with the bottom plate, the buttress is parallel to the inclined struts and is arranged on the outer sides of the inclined struts on the outermost sides, and two ends of the buttress are respectively connected with the bottom plate and the vertical plates; the anchor rod is vertically and uniformly distributed below the bottom plate, and the top end of the anchor rod is connected with the bottom plate and correspondingly connected with the inclined strut through the bottom plate. Above-mentioned structure of combined type steel construction assembly fender can assemble fast, and is low to the environmental requirement, uses in being applicable to the rescue and relief work.
Description
Technical Field
The utility model relates to a civil engineering technical field, concretely relates to combined type steel construction assembly fender.
Background
Retaining walls, also known as revetments, are walls that are built to stabilize natural earth slopes, to resist lateral pressure other than wind pressure, and in particular to prevent landslide.
According to different rigidity and displacement modes, the retaining wall can be divided into three types, namely a rigid retaining wall, a flexible retaining wall and a temporary support. The method is divided into a retaining wall in a general area, a retaining wall in a water-immersed area, a retaining wall in an earthquake area and the like according to the environmental conditions. The retaining wall in general area is divided into shoulder wall, embankment wall, cutting wall and slope wall according to the different setting positions of the retaining wall. The retaining wall arranged on the side slope of the embankment is called an embankment wall; the retaining wall with the wall top positioned on the road shoulder is called a road shoulder wall; the retaining wall arranged on the cutting slope is called a cutting wall; retaining walls that are placed on hillsides to support overburden or broken rock formations that may collapse on the hillside are called hill walls.
The retaining wall can play a role in fixing and blocking a side slope in emergency rescue and relief work, and the conventional retaining wall usually needs a longer time to play a role in emergency rescue and relief work due to the problem of the construction period, so that the retaining wall is not suitable for relief work requiring quick repair.
SUMMERY OF THE UTILITY MODEL
Not enough to prior art exists, the to-be-solved technical problem of the utility model is to provide a combined type steel construction assembly fender assembles simply rapidly, does benefit to the rescue and relief work.
In order to achieve the above purpose, the present invention is realized by the following technical solution: a combined type steel structure assembly support comprises a bottom plate, a vertical plate, a buttress, a plurality of inclined struts with different lengths and a plurality of anchor rods, wherein the bottom plate is horizontally arranged, the vertical plate is vertically arranged, and the bottom end of the vertical plate is connected with one end of the bottom plate;
the inclined struts are obliquely arranged and are uniformly arranged outwards at intervals from the joints of the vertical plates and the bottom plate, one ends of the inclined struts are connected with the vertical plates, the other ends of the inclined struts are connected with the bottom plate, the buttress is parallel to the inclined struts and is arranged on the outer sides of the inclined struts on the outermost sides, and two ends of the buttress are respectively connected with the bottom plate and the vertical plates;
the anchor rod is vertically and uniformly distributed below the bottom plate, and the top end of the anchor rod is connected with the bottom plate and correspondingly connected with the inclined strut through the bottom plate.
The vertical plates are arranged close to the side slope and used for bearing the pressure of filled soil, and the buttress and the inclined struts are used for shearing resistance and tensile resistance, so that the stability is improved. The bottom plate passes through the stock and fixes with ground, and the stock is used for providing antidumping power, increases structural stability.
The beneficial effect of above-mentioned combined type steel construction assembly retaining is: the composite steel structure is simple in composition, convenient and easy to assemble, low in environmental requirement, suitable for environments with limited conditions, and capable of enabling the retaining wall to be stressed more reasonably and to be better in stability.
Further, bottom plate and riser are connected through the crab-bolt, buttress and chassis are connected through the crab-bolt.
Further, the bottom plate comprises a bottom plate frame, a plurality of longitudinal supporting members and transverse supporting members, wherein the longitudinal supporting members and the transverse supporting members are arranged in a crossed mode;
the longitudinal supporting member is arranged parallel to one side edge of the bottom plate frame, two ends of the longitudinal supporting member are connected with the bottom plate frame, the transverse supporting member is perpendicular to the longitudinal supporting member, and two ends of the transverse supporting member are connected with the bottom plate frame.
Furthermore, the intersection of the longitudinal supporting member and the transverse supporting member is provided with an anchor, and the anchor rod and the inclined strut are connected to the anchor through an anchor bolt.
Further, the longitudinal supporting members and the transverse supporting members are all I-shaped steel.
Furthermore, the vertical plate comprises a vertical plate frame, a panel, a plurality of anchors and a plurality of vertical supporting members, the panel is arranged in the vertical plate frame, the vertical supporting members are vertically and uniformly arranged on the panel at intervals, and two ends of each vertical supporting member are connected with the vertical plate frame;
the anchors are arranged on the vertical supporting members, the anchors are evenly arranged along the axial direction of the vertical supporting members at intervals, and the inclined struts are connected with the anchors.
Further, the vertical supporting member is an I-steel.
Furthermore, the panel is welded in the vertical plate frame through a strip-shaped steel plate.
Further, the diagonal brace has a length-adjustable structure.
Drawings
Fig. 1 is a schematic structural view of the present invention;
FIG. 2 is a schematic structural view of the present invention;
FIG. 3 is a schematic structural view of the present invention;
FIG. 4 is a schematic structural view of the present invention;
fig. 5 is a schematic structural view of the diagonal brace of the present invention;
reference numerals: 1-retaining wall, 100-bottom plate, 110-bottom plate frame, 120-longitudinal supporting member, 130-transverse supporting member, 200-vertical plate, 210-vertical plate frame, 220-panel, 230-vertical supporting member, 300-diagonal support, 310-buttress, 400-anchor rod, 500-anchor rod and 510-anchoring.
Detailed Description
Embodiments of the present invention will be described in detail below with reference to the accompanying drawings. The following examples are only for illustrating the technical solutions of the present invention more clearly, and therefore are only examples, and the protection scope of the present invention is not limited thereby. In the description of the present application, it is to be understood that the terms "upper", "lower", "front", "rear", "left", "right", and the like, indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and simplicity of description, and do not indicate or imply that the referenced components or structures must have a particular orientation, be constructed and operated in a particular orientation, and therefore, are not to be considered as limiting the present invention.
Referring to fig. 1 to 5, the present invention provides a combined steel structure assembly support, which comprises a bottom plate 100, a vertical plate 200, a buttress 310, a plurality of braces 300 with different lengths and a plurality of anchors 400, wherein the bottom plate 100 is horizontally disposed, the vertical plate 200 is vertically disposed, and the lower end of the vertical plate 200 is connected to the right end of the bottom plate 100. The vertical plate 200 is disposed close to the slope for bearing the pressure of filling soil, and the bottom plate 100 can be fixed on the ground.
Bracing 300 slope sets up, and both ends are connected with riser 200 and bottom plate 100 respectively for to riser 200 provides the support, from the junction of lower right corner bottom plate 100 and riser 200 upper left in proper order, evenly spaced's range, and length is elongated gradually, buttress 310 parallels with bracing 300, sets up in the outside of outside bracing 300, can provide more supports to riser 200. Stock 400 sets up in bottom plate 100 below, and bottom plate 100 passes through stock 400 to be fixed subaerial, and the upper end of stock 400 is passed through bottom plate 100 and is connected with bracing 300, and stock 400 can improve the antidumping power, improves overall structure's stability.
In this embodiment, bottom plate 100 and riser 200 are connected through anchor bolt 500, and buttress 310 and bottom plate 100 are connected through anchor bolt 500, use anchor bolt 500 to connect fast and firm.
Specifically, as shown in fig. 2 and 3, the base plate 100 includes a base plate frame 110, a plurality of longitudinal support members 120 and transverse support members 130, the longitudinal support members 120 and the transverse support members 130 are arranged crosswise and perpendicular to each other, the longitudinal support members 120 are parallel to the upper and lower side lines of the base plate frame 110, and the transverse support members 130 are parallel to the left and right side lines of the base plate frame 110.
At the intersection of longitudinal support member 120 and lateral support member 130 is an anchor 510, anchor bar 400 is connected to anchor 510 by an anchor bolt 500, and diagonal brace 300 is also connected to anchor 510 by anchor bolt 500. Through the anchor bolt 500 and the anchor 510, the inclined strut 300 is connected with the anchor rod 400, so that the inclined strut 300 provides more stable support for the vertical plate 200
Specifically, as shown in fig. 4, the vertical plate 200 includes a vertical plate frame 210, a panel 220, a plurality of vertical support members 230, and an anchor 510, in this embodiment, the panel 220 is a strip-shaped steel plate, and is welded in the vertical plate frame 210, and the panel 220 is located on a side of the vertical plate 200 facing the filling. The vertical supporting members 230 are uniformly arranged in the vertical plate frame 210, the upper end and the lower end of each vertical supporting member 230 are connected with the vertical plate frame 210, a plurality of anchors 510 are uniformly arranged on the vertical supporting members 230 along the axial direction, and the inclined strut 300 is connected with the anchors 510 through anchor bolts 500, so that the inclined strut 300 is connected to the vertical plate 200 to support the vertical plate 200 and construct a retaining wall.
In this embodiment, the longitudinal support member 120, the lateral support member 130, and the vertical support member 230 are all made of i-steel, which is easy to obtain and has high strength.
Specifically, as shown in fig. 5, it is also possible to use a diagonal brace 300 of a structure capable of adjusting the length, and by adjusting the length of the diagonal brace 300, the stress is increased for further reinforcing the retaining wall 1.
The working principle of the combined type steel structure assembly retaining device is as follows: the vertical plate 200, the bottom plate 100, the inclined strut 300 and the anchor rod 400 are prefabricated and assembled, and after the vertical plate 200 is fixed by the anchor bolt 500, the vertical plate is close to the retaining wall 1 of the side slope to reinforce the retaining wall 1. The base plate 100 is fixed on the ground through the anchor rod 400, and the inclined strut 300 is connected with the base plate 100 and the anchor rod 400 to provide a supporting function for the vertical plate 200.
The combined type steel structure assembly retaining is simple in structure composition, can be quickly assembled (such as geological disaster rescue) under emergency situations such as rescue and relief work or in environments with higher condition limitation, and is wide in application range. And the stress is reasonable, the stability is good, and the retaining wall can be constructed or used for reinforcing the retaining wall.
The basic principles and the main features of the invention and the advantages of the invention have been shown and described above, it will be evident to those skilled in the art that the invention is not limited to the details of the foregoing illustrative embodiments, but that the invention 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 (9)
1. The combined type steel structure assembly support is characterized by comprising a bottom plate, a vertical plate, a buttress, a plurality of inclined struts with different lengths and a plurality of anchor rods, wherein the bottom plate is horizontally arranged, the vertical plate is vertically arranged, and the bottom end of the vertical plate is connected with one end of the bottom plate;
the inclined struts are obliquely arranged and are uniformly arranged outwards at intervals from the joints of the vertical plates and the bottom plate, one ends of the inclined struts are connected with the vertical plates, the other ends of the inclined struts are connected with the bottom plate, the buttress is parallel to the inclined struts and is arranged on the outer sides of the inclined struts on the outermost sides, and two ends of the buttress are respectively connected with the bottom plate and the vertical plates;
the anchor rod is vertically and uniformly distributed below the bottom plate, and the top end of the anchor rod is connected with the bottom plate and correspondingly connected with the inclined strut through the bottom plate.
2. The composite steel structure assembly support according to claim 1, wherein the bottom plate is connected to the vertical plate through anchor bolts, the buttress is connected to the vertical plate through anchor bolts, and the buttress is connected to the underframe through anchor bolts.
3. The composite steel structure assembly retaining bracket of claim 1, wherein the bottom plate comprises a bottom plate frame, a plurality of longitudinal supporting members and transverse supporting members, and the longitudinal supporting members and the transverse supporting members are arranged in a crossed manner;
the longitudinal supporting member is arranged parallel to one side edge of the bottom plate frame, two ends of the longitudinal supporting member are connected with the bottom plate frame, the transverse supporting member is perpendicular to the longitudinal supporting member, and two ends of the transverse supporting member are connected with the bottom plate frame.
4. The composite steel structure assembly support according to claim 3, wherein the intersections of the longitudinal support members and the transverse support members are provided with anchors, and the anchor rods and the inclined struts are connected to the anchors through anchor bolts.
5. The composite steel structure assembly retaining bracket of claim 3, wherein the longitudinal support members and the transverse support members are all I-shaped steel.
6. The assembling support of the composite steel structure as claimed in claim 1, wherein the vertical plate comprises a vertical plate frame, a panel, a plurality of anchors and a plurality of vertical supporting members, the panel is arranged in the vertical plate frame, the vertical supporting members are vertically and uniformly arranged on the panel at intervals, and two ends of the vertical supporting members are connected with the vertical plate frame;
the anchors are arranged on the vertical supporting members, the anchors are evenly arranged along the axial direction of the vertical supporting members at intervals, and the inclined struts are connected with the anchors.
7. The composite steel structure assembly support according to claim 6, wherein the vertical support member is an I-beam.
8. The composite steel structure assembly support according to claim 6, wherein the panel is a strip steel plate and is welded in the riser frame.
9. The composite steel structure assembly support of claim 1, wherein the brace has a length-adjustable structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921132756.6U CN210482365U (en) | 2019-07-18 | 2019-07-18 | Combined type steel construction assembly retaining structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921132756.6U CN210482365U (en) | 2019-07-18 | 2019-07-18 | Combined type steel construction assembly retaining structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210482365U true CN210482365U (en) | 2020-05-08 |
Family
ID=70533458
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921132756.6U Expired - Fee Related CN210482365U (en) | 2019-07-18 | 2019-07-18 | Combined type steel construction assembly retaining structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210482365U (en) |
-
2019
- 2019-07-18 CN CN201921132756.6U patent/CN210482365U/en not_active Expired - Fee Related
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200508 |
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| CF01 | Termination of patent right due to non-payment of annual fee |