CN210766864U - Temporary retaining wall for water conservancy construction - Google Patents
Temporary retaining wall for water conservancy construction Download PDFInfo
- Publication number
- CN210766864U CN210766864U CN201921243581.6U CN201921243581U CN210766864U CN 210766864 U CN210766864 U CN 210766864U CN 201921243581 U CN201921243581 U CN 201921243581U CN 210766864 U CN210766864 U CN 210766864U
- Authority
- CN
- China
- Prior art keywords
- fixing
- hole
- baffle
- wallboard
- baffle supporting
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 27
- 238000010276 construction Methods 0.000 title claims abstract description 21
- 239000002689 soil Substances 0.000 claims description 10
- 238000009434 installation Methods 0.000 claims description 4
- 230000000149 penetrating effect Effects 0.000 abstract description 2
- 241000282414 Homo sapiens Species 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 239000002352 surface water Substances 0.000 description 1
- 230000007704 transition Effects 0.000 description 1
- 238000001363 water suppression through gradient tailored excitation Methods 0.000 description 1
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- Bulkheads Adapted To Foundation Construction (AREA)
Abstract
The utility model discloses a temporary retaining wall for water conservancy construction, which comprises a silt baffle, wherein the side edge of the silt baffle is externally connected with a baffle supporting wallboard, and the silt baffle is internally connected with an expansion screw, and baffle supporting wallboards are arranged outside the expansion screws, the baffle supporting wallboards are in a right-angle trapezoidal structure, the long sides of the baffle supporting wallboards are positioned below the short sides, the right-angle edge of the baffle supporting wallboard is attached to the silt baffle, the outer side of the inclined plane of the baffle supporting wallboard is connected with a connecting frame body, and the interior of the upper end and the lower end of the connecting frame body are respectively provided with a first fixing through hole and a second fixing through hole, the first fixing through hole and the second fixing through hole are both internally connected with a wallboard fixing cylinder in a penetrating way, the bottom of the wallboard fixing cylinder is of an inverted conical structure, and the inner walls of the first fixing through hole and the second fixing through hole are attached to the outer wall of the wall plate fixing cylinder. This temporary retaining wall of water conservancy construction's simple structure, and it is comparatively convenient to use.
Description
Technical Field
The utility model relates to a water conservancy construction technical field specifically is a temporary retaining wall of water conservancy construction.
Background
Hydraulic engineering is an engineering built for controlling and allocating surface water and underground water in nature to achieve the purposes of removing harmful substances and benefiting. Also known as water engineering. Water is a valuable resource essential for human production and life, but its naturally occurring state does not completely meet the needs of human beings. Only when hydraulic engineering is built, water flow can be controlled, flood disasters are prevented, and water quantity is adjusted and distributed to meet the requirements of people on water resources in life and production. Hydraulic engineering needs to build various types of hydraulic buildings such as dams, dikes, spillways, water gates, water inlets, channels, transition troughs, rafts, fishways and the like so as to achieve the aims.
During hydraulic engineering construction, often need to dig the silt soil of aquatic and use interim retaining wall to encircle and pile up, common retaining wall structure is comparatively complicated, and the installation is comparatively loaded down with trivial details.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a temporary retaining wall of water conservancy construction to the retaining wall structure that provides in solving above-mentioned background is complicated, installs the loaded down with trivial details problem of use.
In order to achieve the above object, the utility model provides a following technical scheme: a temporary retaining wall for water conservancy construction comprises a silt baffle, wherein a baffle supporting wall plate is connected outside the side edge of the silt baffle, an expansion screw is connected inside the silt baffle, a baffle supporting wall plate is installed outside the expansion screw, the baffle supporting wall plate is of a right-angle trapezoidal structure, the long edge of the baffle supporting wall plate is positioned below the short edge, the right-angle edge of the baffle supporting wall plate is attached to the silt baffle, a connecting frame body is connected outside the inclined surface of the baffle supporting wall plate, a first fixing through hole and a second fixing through hole are respectively formed in the upper end and the lower end of the connecting frame body, the axes of the first fixing through hole and the second fixing through hole are coincided, the inner diameters of the first fixing through hole and the second fixing through hole are equal, wallboard fixing cylinders are respectively connected in the first fixing through hole and the second fixing through hole in a penetrating manner, and the bottoms of the wallboard fixing, and the inner walls of the first fixing through hole and the second fixing through hole are attached to the outer wall of the wall plate fixing cylinder.
Preferably, the connection support body is of a [ -shaped structure, the middle part of the connection support body is of an inclined structure, and the inclination of the middle part of the connection support body is equal to that of the inclined surface of the baffle supporting wallboard.
Preferably, a fixing screw penetrates through the middle of the inclined plane of the connecting frame body, and one end of the fixing screw is externally connected with a baffle supporting wallboard.
Preferably, the distance from the top end of the inclined plane of the connecting frame body to the first fixing through hole is greater than the width difference between the long edge and the short edge of the baffle supporting wallboard.
Preferably, the wallboard fixing cylinder is of a T-shaped revolving body structure, the diameter of the lower part of the wallboard fixing cylinder is equal to the inner diameters of the first fixing through hole and the second fixing through hole, and the diameter of the upper part of the wallboard fixing cylinder is larger than the diameter of the first fixing through hole.
Compared with the prior art, the beneficial effects of the utility model are that: this temporary retaining wall of water conservancy construction's simple structure, and it is comparatively convenient to use. This temporary retaining wall of water conservancy construction makes the support silt soil baffle that the baffle supports wallboard right angle trapezoid structure can be comparatively firm, and makes the compressive capacity of this retaining wall bottom stronger, accords with the characteristics that general silt soil heap bottom pressure is bigger to the baffle supports the wallboard and can insert in ground through the fixed cylinder of wallboard in the link and fix, and is comparatively convenient when making this retaining wall installation.
Drawings
Fig. 1 is a side view of a temporary retaining wall for water conservancy construction according to the present invention;
FIG. 2 is a side view of the connection frame body of the temporary retaining wall for water conservancy construction, which is installed in a staggered manner;
fig. 3 is the utility model relates to a front view of connection support body dislocation installation of water conservancy construction temporary retaining wall.
In the figure: 1. silt baffle 2, baffle supporting wall board 3, expansion screw 4, fixing screw 5, connecting frame body 6, first fixing through hole 7, wall board fixing column 8, second fixing through hole.
Detailed Description
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.
Referring to fig. 1-3, the present invention provides a technical solution: a temporary retaining wall for water conservancy construction comprises a silt baffle 1, a baffle supporting wall plate 2 is connected outside the side edge of the silt baffle 1, an expansion screw 3 is connected inside the silt baffle 1, a baffle supporting wall plate 2 is installed outside the expansion screw 3, the baffle supporting wall plate 2 is of a right trapezoid structure, the long edge of the baffle supporting wall plate 2 is positioned below the short edge, the right-angle edge of the baffle supporting wall plate 2 is attached to the silt baffle 1, a connecting frame body 5 is connected outside the inclined surface of the baffle supporting wall plate 2, a first fixing through hole 6 and a second fixing through hole 8 are respectively formed in the upper end and the lower end of the connecting frame body 5, the axes of the first fixing through hole 6 and the second fixing through hole 8 are overlapped, the inner diameters of the first fixing through hole 6 and the second fixing through hole 8 are equal, the connecting frame body 5 is of a '[' shaped structure, the middle part of the connecting frame body 5 is of an inclined structure, and the inclination of the middle part of the, the structure ensures that the middle part of the connecting frame body 5 can be tightly attached to the bevel edge of the baffle supporting wallboard 2 so as to ensure that the connecting frame body 5 can be more stably arranged on the baffle supporting wallboard 2, the fixing screws 4 penetrate through the middle parts of the bevels of the connecting frame body 5, one ends of the fixing screws 4 are externally connected with the baffle supporting wallboard 2, the structure ensures that the connecting frame body 5 can be arranged on the baffle supporting wallboard 2 through the fixing screws 4, the disassembly is convenient, a user can arrange the connecting frame body 5 on any height of the baffle supporting wallboard 2, the distance from the top end of the bevel of the connecting frame body 5 to the first fixing through hole 6 is larger than the width difference between the long edge and the short edge of the baffle supporting wallboard 2, when the connecting frame body 5 is arranged on the top part of the bevel of the baffle supporting wallboard 2, the wallboard fixing cylinder 7 in the first fixing through hole 6 can not contact with, make baffle supporting wall panel 2 can not interfere among wallboard fixed cylinder 7 makes it unable disect insertion soil, all through connection has wallboard fixed cylinder 7 in first fixed through-hole 6 and the second fixed through-hole 8, and wallboard fixed cylinder 7 bottom is inverted cone structure, and the inner wall of first fixed through-hole 6 and second fixed through-hole 8 all laminates with wallboard fixed cylinder 7 outer wall, this structure makes support silt soil baffle 1 that baffle supporting wall panel 2 right trapezoid structure can be comparatively firm silt soil baffle 1, and make the compressive capacity of this retaining wall bottom stronger, accord with the characteristics that general silt soil heap bottom pressure is bigger, and baffle supporting wall panel 2 can insert in the ground through wallboard fixed cylinder 7 in the connecting frame body 5 and fix, it is comparatively convenient when making this retaining wall to install, wallboard fixed cylinder 7 is "T" shape solid of revolution structure, and the below diameter of wallboard fixed cylinder 7 equals the internal diameter of first fixed through-hole 6 and second fixed through-hole 8 The diameter of 7 tops of fixed cylinder of wallboard is greater than 6 diameters of first fixing hole, and this structure makes the top of fixed cylinder of wallboard 7 can't get into inside 6 first fixing hole, can play limiting displacement, makes things convenient for the later stage to dismantle.
The working principle is as follows: when the water conservancy construction temporary retaining wall is used, firstly, the silt baffle 1 is attached to the baffle supporting wall plate 2 to be fixedly installed by using the expansion screws 3, then the bevel edges of the connecting frame bodies 5 are vertically attached to the bevel surface of the baffle supporting wall plate 2 in a staggered mode respectively, then the connecting frame bodies 5 are connected with the baffle supporting wall plate 2 by using the fixing screws 4, then the silt baffle 1 and the baffle supporting wall plate 2 can be moved to the position where silt is required to be accumulated and vertically placed on the ground, then the big end of the wallboard fixing cylinder 7 is upward and is sequentially inserted into the first fixing through hole 6 and the second fixing through hole 8 from top to bottom, then the bottom of the wallboard fixing cylinder 7 is nailed into the ground until the big end of the wallboard fixing cylinder 7 can be pressed on the top surface of the connecting frame body 5, and at the moment, the silt baffle 1 and the baffle supporting wall plate 2 are firmly erected and blocked outside the silt, thereby completing a series of works.
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 may be made to the embodiments or portions thereof without departing from the spirit and scope of the invention.
Claims (5)
1. The utility model provides a water conservancy construction temporary retaining wall, includes silt baffle (1), its characterized in that: silt soil baffle (1) side outer joint has baffle supporting wall board (2), and silt soil baffle (1) internal connection has inflation screw (3) to inflation screw (3) outer installation has baffle supporting wall board (2), baffle supporting wall board (2) are right trapezoid structure, and the long limit of baffle supporting wall board (2) is located the minor face below to the right angle limit of baffle supporting wall board (2) laminates with silt soil baffle (1), baffle supporting wall board (2) inclined plane outside is connected with connection support body (5), and connects support body (5) upper and lower both ends inside and seted up first fixing hole (6) and second fixing hole (8) respectively, the axis coincidence of first fixing hole (6) and second fixing hole (8), and the internal diameter of first fixing hole (6) and second fixing hole (8) equals, all through connection has wallboard fixing cylinder (7) in first fixing hole (6) and the second fixing hole (8) ) And the bottom of the wallboard fixing cylinder (7) is of an inverted conical structure, and the inner walls of the first fixing through hole (6) and the second fixing through hole (8) are attached to the outer wall of the wallboard fixing cylinder (7).
2. A water conservancy construction temporary retaining wall according to claim 1, characterized in that: the connecting frame body (5) is of a [ -shaped structure, the middle part of the connecting frame body (5) is of an inclined structure, and the inclination of the middle part of the connecting frame body (5) is equal to that of the inclined surface of the baffle supporting wallboard (2).
3. A water conservancy construction temporary retaining wall according to claim 2, characterized in that: the middle part of the inclined plane of the connecting frame body (5) is penetrated with a fixing screw (4), and one end of the fixing screw (4) is externally connected with a baffle supporting wallboard (2).
4. A water conservancy construction temporary retaining wall according to claim 3, characterized in that: the distance from the top end of the inclined plane of the connecting frame body (5) to the first fixing through hole (6) is larger than the width difference of the long edge and the short edge of the baffle supporting wallboard (2).
5. A water conservancy construction temporary retaining wall according to claim 1, characterized in that: the wallboard fixing column body (7) is of a T-shaped revolving body structure, the diameter of the lower portion of the wallboard fixing column body (7) is equal to the inner diameters of the first fixing through hole (6) and the second fixing through hole (8), and the diameter of the upper portion of the wallboard fixing column body (7) is larger than the diameter of the first fixing through hole (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921243581.6U CN210766864U (en) | 2019-08-02 | 2019-08-02 | Temporary retaining wall for water conservancy construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921243581.6U CN210766864U (en) | 2019-08-02 | 2019-08-02 | Temporary retaining wall for water conservancy construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210766864U true CN210766864U (en) | 2020-06-16 |
Family
ID=71035287
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921243581.6U Expired - Fee Related CN210766864U (en) | 2019-08-02 | 2019-08-02 | Temporary retaining wall for water conservancy construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210766864U (en) |
-
2019
- 2019-08-02 CN CN201921243581.6U patent/CN210766864U/en not_active Expired - Fee Related
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Legal Events
| 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: 20200616 |