CN212175374U - Pre-buried resistance to compression support steel construction of road construction - Google Patents
Pre-buried resistance to compression support steel construction of road construction Download PDFInfo
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- CN212175374U CN212175374U CN201921412741.5U CN201921412741U CN212175374U CN 212175374 U CN212175374 U CN 212175374U CN 201921412741 U CN201921412741 U CN 201921412741U CN 212175374 U CN212175374 U CN 212175374U
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- fixed mounting
- pressure
- buried
- road construction
- stiffener
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Abstract
The utility model provides a pre-buried resistance to compression support steel construction of road construction, including frame and baffle, the inside welding of frame is provided with the baffle, and the top fixed mounting of baffle has the base, and the top fixed mounting of base has the stand, and the bottom fixed mounting of stand has to the board, and the top fixed mounting of supporting the board has the connecting rod, and the top fixed mounting of connecting rod has the connecting plate. The utility model discloses a set up pre-buried position with the frame and make and possess preliminary compressive capacity, spread into the stand through the atress piece with pressure when the frame receives pressure after that, the rethread connecting rod is spread into and is offset pressure on the first strengthening rib, the rethread supports the board and stabilizes the stand, the rethread base carries out the second time and weakens pressure, spread into the baffle when pressure into and support the pressure slowly through the stiffener, fix the stiffener through a plurality of I-steel, prevent that the stiffener from bearing pressure and leading to the fracture.
Description
Technical Field
The utility model relates to a road construction technical field especially relates to a support steel construction of road.
Background
In the road surface material of the highway of our country, what extensively adopted is the semi-rigid material that takes pitch as the main, because pitch material's own characteristic, compressive property is relatively poor, in summer and winter season and difference in temperature round the clock to and the impact force of motor vehicle tire, crackle appears easily to influence the life of road, also increased the maintenance cost in later stage, consequently solved above problem and provided the pre-buried resistance to compression support steel construction of a road construction.
SUMMERY OF THE UTILITY MODEL
The utility model aims at solving the shortcoming that exists among the prior art, and the pre-buried resistance to compression support steel construction of a road construction that proposes, the device makes to possess preliminary compressive capacity through setting up pre-buried position with the frame, spread into the stand through the atress piece when the frame receives pressure after that on, the rethread connecting rod offsets pressure on spreading into first strengthening rib, the rethread is supported the board and is stabilized the stand, the rethread base carries out the second and weakens pressure, spread into the baffle when pressure and support pressure through the stiffener, fix the stiffener through a plurality of I-steel, prevent that the stiffener from bearing live pressure and lead to the fracture.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
a pre-buried compression-resistant supporting steel structure for road construction comprises a frame and a partition plate, wherein the partition plate is welded inside the frame;
the partition board comprises a base, a stand column, a resisting board, a connecting rod, a connecting board, a screw, a stress block, a first reinforcing rib, a convex block, a second reinforcing rib, a reinforcing rod, I-shaped steel, a force transferring block and a supporting rod, wherein the base is fixedly arranged above the partition board, the stand column is fixedly arranged above the base, the resisting board is fixedly arranged at the bottom of the stand column, the connecting rod is fixedly arranged above the resisting board, the connecting board is fixedly arranged above the connecting rod, the screw is movably connected to one side of the connecting board, the stress block is fixedly arranged at one end of the screw, the first reinforcing rib is fixedly arranged at one side of the stress block, the convex block is fixedly arranged below the first reinforcing rib, the second reinforcing rib is fixedly arranged below the convex block, the reinforcing rod is fixedly arranged inside the partition board, and the I-shaped steel is fixedly arranged, one side fixed mounting of I-steel passes the power piece, one side fixed mounting of passing the power piece has the bracing piece.
As a further description of the above technical solution: the upright post is made of stainless steel, and the thickness of the upright post is 3cm-5 cm.
As a further description of the above technical solution: the resisting plates are triangular and are arranged on the left side and the right side of the bottom of the upright post.
As a further description of the above technical solution: the connecting plate is installed to the junction of stand and atress piece, and the both ends of connecting plate all pass through screwed connection.
As a further description of the above technical solution: the stress block is in a trapezoid shape, and the bottom surface of the stress block is tightly attached to the top surface of the upright post.
As a further description of the above technical solution: the lug is conical shape, and first strengthening rib is connected with the second strengthening rib through the lug.
As a further description of the above technical solution: the I-steel all is equipped with a plurality ofly in the upper and lower side of stiffener.
Has the advantages that:
1. first, the utility model discloses a frame makes and possesses preliminary compressive capacity, spread into the stand through the atress piece when the frame receives pressure after that on, the rethread connecting rod spreads into on the first strengthening rib and offsets pressure, the rethread supports the board and stabilizes the stand, the rethread base carries out the second time and weakens pressure, spread into the baffle when pressure and support the pressure of slowing through the stiffener, fix the stiffener through a plurality of I-steel, prevent that the stiffener from not bearing pressure and leading to the fracture.
2. Secondly, because the lug makes first strengthening rib and second strengthening rib connect can stably for conical shape, strengthened the intensity of atress, can keep out when pressure passes from the connecting rod, prevent that the too big first strengthening rib and second strengthening rib fracture that leads to of pressurized, let the compressive capacity of frame weaken, at last when the I-steel offset pressure through passing the power piece when keeping out the pressure of stiffener, stabilize the I-steel through the bracing piece simultaneously, make the stiffener be difficult to the fracture, have good compressive capacity.
Drawings
FIG. 1 is a schematic sectional view of the overall structure of the present invention;
FIG. 2 is a schematic view of the internal structure of the middle partition plate of the present invention;
fig. 3 is an enlarged schematic view of fig. 1A of the present invention.
Illustration of the drawings:
a frame 1; a separator 2; a base 201; a column 202; a resisting plate 203; a connecting rod 204; a connecting plate 205; a screw 206; a force-bearing block 207; the first reinforcing bead 208; a bump 209; the second reinforcing beads 210; a reinforcing bar 211; i-shaped steel 212; a force transfer block 213; a support rod 214.
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 of the present invention, all other embodiments obtained by a person of ordinary skill in the art without creative efforts belong to the protection scope of the present invention.
Referring to fig. 1-3, the pre-buried compressive support steel structure for road construction comprises a frame 1 and a partition plate 2, wherein the partition plate 2 is welded inside the frame 1;
the partition board 2 comprises a base 201, a vertical column 202, a resisting plate 203, a connecting rod 204, a connecting plate 205, a screw 206, a stress block 207, a first reinforcing rib 208, a lug 209, a second reinforcing rib 210, a reinforcing rod 211, an I-shaped steel 212, a force transmission block 213 and a supporting rod 214, wherein the base 201 is fixedly arranged above the partition board 2, the vertical column 202 is fixedly arranged above the base 201, the resisting plate 203 is fixedly arranged at the bottom of the vertical column 202, the connecting rod 204 is fixedly arranged above the resisting plate 203, the connecting plate 205 is fixedly arranged above the connecting rod 204, one side of the connecting plate 205 is movably connected with the screw 206, one end of the screw 206 is fixedly provided with the stress block 207, one side of the stress block 207 is fixedly provided with the first reinforcing rib 208, the lug 209 is fixedly arranged below the first reinforcing rib 208, the second reinforcing rib 210 is fixedly arranged below the lug 209, and, an I-shaped steel 212 is fixedly installed on one side of the reinforcing rod 211, a force transmission block 213 is fixedly installed on one side of the I-shaped steel 212, and a support rod 214 is fixedly installed on one side of the force transmission block 213.
Wherein, the upright column 202 is made of stainless steel material, and the thickness of the upright column 202 is 3cm-5cm, so that the outer frame 1 can have enough resisting capability when being pressed by the upright column 202, and meanwhile, the upright column 202 is prevented from being broken.
The resisting plate 203 is triangular, the resisting plates 203 are arranged on the left side and the right side of the bottom of the upright column 202, the upright column 202 is fixed through the resisting plates 203, and the resisting plates 203 are prevented from swinging to cause deformation, so that the pressure resistance is weakened.
Wherein, connecting plate 205 is installed to the junction of stand 202 and atress piece 207, and the both ends of connecting plate 205 all pass through screw 206 and connect, fix stand 202 and atress piece 207 through connecting plate 205, prevent that frame 1 from taking place to break away from when the pressurized and resulting in atress piece 207 damaged at the junction.
Wherein, the stress block 207 is trapezoidal, and the bottom surface of the stress block 207 clings to the top surface of the upright column 202, and the stress point of the outer frame 1 can be concentrated at one position through the stress block 207, so that the pressure can be conveniently reduced through the upright column 202.
Wherein, the lug 209 is conical shape, and first strengthening rib 208 is connected with second strengthening rib 210 through lug 209, makes first strengthening rib 208 and second strengthening rib 210 connect can stably, has strengthened the intensity of atress, can keep out when pressure passes from connecting rod 204, prevents that the pressurized is too big to lead to first strengthening rib 208 and second strengthening rib 210 fracture.
Wherein, I-steel 212 all is equipped with a plurality ofly in the upper and lower side of stiffener 211, fixes stiffener 211 through a plurality of I-steel 212, prevents that stiffener 211 can not bear the pressure and lead to the fracture.
The working principle is as follows: during the use, the device sets up pre-buried position with frame 1 and makes and possess preliminary compressive capacity, on spreading into stand 202 through atress piece 207 when frame 1 receives pressure, on rethread connecting rod 204 spreads into first strengthening rib 208 and carries out offset pressure, thereby because first strengthening rib 208 connects second strengthening rib 210 through lug 209 and strengthens the compressive capacity, can resist when pressure passes from connecting rod 204, rethread resists board 203 and stabilizes stand 202, rethread base 201 comes to carry out the second and weakens pressure, pass through the stiffener 211 when pressure spreads into baffle 2 and support the slow-down pressure, the stiffener 211 is fixed to rethread a plurality of I-steel 212, prevent that the stiffener 211 from bearing not live pressure and leading to the fracture.
The above, only be the concrete implementation of the preferred embodiment of the present invention, but the protection scope of the present invention is not limited thereto, and any person skilled in the art is in the technical scope of the present invention, according to the technical solution of the present invention and the utility model, the concept of which is equivalent to replace or change, should be covered within the protection scope of the present invention.
Claims (7)
1. A pre-buried compression-resistant supporting steel structure for road construction comprises a frame (1) and a partition plate (2), and is characterized in that the partition plate (2) is welded inside the frame (1);
the partition board (2) comprises a base (201), a stand column (202), a resisting plate (203), a connecting rod (204), a connecting plate (205), a screw (206), a stress block (207), a first reinforcing rib (208), a convex block (209), a second reinforcing rib (210), a reinforcing rod (211), an I-shaped steel (212), a force transmission block (213) and a supporting rod (214), wherein the base (201) is fixedly installed above the partition board (2), the stand column (202) is fixedly installed above the base (201), the resisting plate (203) is fixedly installed at the bottom of the stand column (202), the connecting rod (204) is fixedly installed above the resisting plate (203), the connecting plate (205) is fixedly installed above the connecting rod (204), the screw (206) is movably connected to one side of the connecting plate (205), and the stress block (207) is fixedly installed at one end of the screw (206), one side fixed mounting of atress piece (207) has first strengthening rib (208), the below fixed mounting of first strengthening rib (208) has lug (209), the below fixed mounting of lug (209) has second strengthening rib (210), the inside fixed mounting of baffle (2) has stiffener (211), one side fixed mounting of stiffener (211) has I-steel (212), one side fixed mounting of I-steel (212) has biography power piece (213), one side fixed mounting of biography power piece (213) has bracing piece (214).
2. The pre-buried compression-resistant supporting steel structure for road construction according to claim 1, wherein the upright column (202) is made of stainless steel, and the thickness of the upright column (202) is 3cm-5 cm.
3. The pre-buried compression-resistant supporting steel structure for road construction according to claim 1, wherein the resisting plates (203) are triangular, and the resisting plates (203) are arranged on the left side and the right side of the bottom of the upright column (202).
4. The pre-buried compression-resistant supporting steel structure for road construction according to claim 1, wherein the connecting plate (205) is installed at the joint of the upright column (202) and the stress block (207), and two ends of the connecting plate (205) are connected through screws (206).
5. The pre-buried compressive support steel structure for road construction as claimed in claim 1, wherein the stress block (207) is trapezoidal, and the bottom surface of the stress block (207) clings to the top surface of the upright column (202).
6. The pre-buried compressive support steel structure of claim 1, wherein the protruding block (209) is conical, and the first reinforcing rib (208) is connected with the second reinforcing rib (210) through the protruding block (209).
7. The pre-buried compression-resistant supporting steel structure for road construction according to claim 1, wherein a plurality of I-shaped steel bars (212) are arranged above and below the reinforcing rods (211).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921412741.5U CN212175374U (en) | 2019-08-28 | 2019-08-28 | Pre-buried resistance to compression support steel construction of road construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921412741.5U CN212175374U (en) | 2019-08-28 | 2019-08-28 | Pre-buried resistance to compression support steel construction of road construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212175374U true CN212175374U (en) | 2020-12-18 |
Family
ID=73764276
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921412741.5U Active CN212175374U (en) | 2019-08-28 | 2019-08-28 | Pre-buried resistance to compression support steel construction of road construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212175374U (en) |
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2019
- 2019-08-28 CN CN201921412741.5U patent/CN212175374U/en active Active
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20230104 Address after: 150431 Binxi Economic Development Zone, Bin County, Harbin City, Heilongjiang Province Patentee after: Heilongjiang Zoje color coated plate Co.,Ltd. Address before: No. 9, Hongqi Middle Road, Yiyang County, Luoyang City, Henan Province 471600 Patentee before: Zhao Jinhong |
|
| TR01 | Transfer of patent right |