CN211229037U - Load steel structure of tie-beam - Google Patents
Load steel structure of tie-beam Download PDFInfo
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- CN211229037U CN211229037U CN201921934878.7U CN201921934878U CN211229037U CN 211229037 U CN211229037 U CN 211229037U CN 201921934878 U CN201921934878 U CN 201921934878U CN 211229037 U CN211229037 U CN 211229037U
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- block
- plate
- fixed mounting
- fixedly arranged
- backup pad
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Abstract
The utility model provides a load steel construction of tie-beam, including wall body and tie-beam, one side fixed mounting of wall body has the tie-beam, and the inside fixed mounting of tie-beam has the strengthening rib, and the bottom surface fixed mounting of strengthening rib has the connecting block, and one side fixed mounting of connecting block has the backup pad, and the top fixed mounting of backup pad has first to the piece, and one side fixed mounting of backup pad has the biography power board. The utility model discloses a strengthening rib carries out preliminary fixed to the tie-beam, the rethread backup pad is fixed the strengthening rib, then reduce the backup pad through first support and take place the displacement, transmit into the baffle through the dowel steel when the strengthening rib drives the backup pad down and support slowly with pressure, it goes on toward one side extension to drive the buffer board simultaneously again, cushion through the spring, drive the inner wall top that the kicking block pushed up the backup pad through the dowel steel when the buffer board extends, make the strengthening rib can have sufficient buffer capacity when the pressurized, let the tie-beam be difficult to impaired.
Description
Technical Field
The utility model relates to a tie-beam technical field especially relates to a steel construction of tie-beam.
Background
Beams are members that are often found in building structures, and in frame structures, beams connect columns in various directions into a whole; in the wall structure, the even roof beam of entrance to a cave top couples together two wall limbs, makes it the combined operation, pours through the pre-buried rethread muddy earth of reinforcing bar among the prior art and forms, and this kind of form heel post because the reinforcing bar diameter is not big, and its bearing capacity is comparatively limited, leads to the condition that the tie-beam ftractures to appear when receiving gravity too big easily, and the problem provides the load steel construction of a tie-beam more than consequently solving.
SUMMERY OF THE UTILITY MODEL
The utility model aims at solving the defects existing in the background art and providing a load steel structure of a connecting beam.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
a load steel structure of a connecting beam comprises a wall body and the connecting beam, wherein the connecting beam is fixedly arranged on one side of the wall body;
the connecting beam comprises a reinforcing rib, a connecting block, a supporting plate, a first abutting block, a force transmission plate, a buffer plate, a force transmission rod, an ejecting block, a spring, a second abutting block, a baffle plate, a fixing plate, a force bearing block, a supporting rod, a force transmission block and a connecting column, wherein the reinforcing rib is fixedly arranged in the connecting beam, the connecting block is fixedly arranged on the bottom surface of the reinforcing rib, the supporting plate is fixedly arranged on one side of the connecting block, the first abutting block is fixedly arranged at the top end of the supporting plate, the force transmission plate is fixedly arranged on one side of the supporting plate, the buffer plate is fixedly arranged on the inner wall of the supporting plate, the force transmission rod is fixedly arranged above the buffer plate, the ejecting block is fixedly arranged at the top end of the force transmission rod, the spring is fixedly arranged on the bottom surface of one end of the buffer plate, the second abutting block, one side fixed mounting of baffle has the fixed plate, one side fixed mounting of fixed plate has the atress piece, the opposite side fixed mounting of fixed plate has the bracing piece, the one end fixed mounting of bracing piece has the biography power piece, one side fixed mounting of biography power piece has the spliced pole.
As a further description of the above technical solution: the supporting plate is in an inverted V shape and is made of stainless steel.
As a further description of the above technical solution: the two side faces of the supporting plate are provided with the force transmission plates, and the height of each force transmission plate is half of the height of the baffle.
As a further description of the above technical solution: the top block is triangular, and the top block is matched with the top end of the inner part of the supporting plate.
As a further description of the above technical solution: the stress block is round and hollow, and the upper end and the lower end of the stress block are both connected with the fixing plate.
As a further description of the above technical solution: the power transmission block is trapezoidal, is arranged above and below one side of the baffle and is connected with the baffle through a connecting column.
As a further description of the above technical solution: and the two side surfaces of the second abutting block are connected with the inner wall of the supporting plate and the upper part of the reinforcing rib.
Has the advantages that:
1. the utility model discloses a strengthening rib carries out preliminary fixed to the tie-beam, the rethread backup pad is fixed the strengthening rib, then reduce the backup pad through first support and take place the displacement, transmit into the baffle through the dowel steel when the strengthening rib drives the backup pad down and support slowly with pressure, it goes on toward one side extension to drive the buffer board simultaneously again, cushion through the spring, drive the inner wall top that the kicking block pushed up the backup pad through the dowel steel when the buffer board extends, make the strengthening rib can have sufficient buffer capacity when the pressurized, let the tie-beam be difficult to impaired.
2. Secondly, connecting each strengthening rib through a plurality of baffles and making the strengthening rib be difficult to warp, then transmit the pressure that the strengthening rib received into the spliced pole through passing the power piece and offset, on the rethread bracing piece transmitted into the fixed plate, drive the atress piece through the fixed plate and down press and move and cushion, make the steadiness of tie-beam strong to the ability of load has been increased.
Drawings
FIG. 1 is a schematic sectional view of the overall structure of the present invention;
fig. 2 is an enlarged schematic view of fig. 1A of the present invention;
fig. 3 is an enlarged schematic view of fig. 1B of the present invention.
Illustration of the drawings:
a wall body 1; a connecting beam 2; a reinforcing rib 201; a connection block 202; a support plate 203; a first block 204; a force transmission plate 205; a buffer plate 206; a dowel bar 207; a top block 208; a spring 209; a second butting block 210; a baffle 211; a fixed plate 212; a force receiving block 213; a support rod 214; a force transfer block 215; connecting post 216.
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, a load steel structure of a connection beam comprises a wall body 1 and a connection beam 2, wherein the connection beam 2 is fixedly installed on one side of the wall body 1;
the connecting beam 2 comprises a reinforcing rib 201, a connecting block 202, a supporting plate 203, a first abutting block 204, a force transmission plate 205, a buffer plate 206, a force transmission rod 207, a top block 208, a spring 209, a second abutting block 210, a baffle 211, a fixing plate 212, a force receiving block 213, a supporting rod 214, a force transmission block 215 and a connecting column 216, wherein the reinforcing rib 201 is fixedly arranged in the connecting beam 2, the connecting block 202 is fixedly arranged on the bottom surface of the reinforcing rib 201, the supporting plate 203 is fixedly arranged on one side of the connecting block 202, the first abutting block 204 is fixedly arranged on the top end of the supporting plate 203, the force transmission plate 205 is fixedly arranged on one side of the supporting plate 203, the buffer plate 206 is fixedly arranged on the inner wall of the supporting plate 203, the force transmission rod 207 is fixedly arranged above the buffer plate 206, the top end of the force transmission rod 207 is fixedly arranged with the top block 208, the spring 209 is fixedly arranged on the bottom surface of one end of the buffer, one side of the baffle 211 is fixedly provided with a fixing plate 212, one side of the fixing plate 212 is fixedly provided with a force bearing block 213, the other side of the fixing plate 212 is fixedly provided with a supporting rod 214, one end of the supporting rod 214 is fixedly provided with a force transmission block 215, and one side of the force transmission block 215 is fixedly provided with a connecting column 216.
Wherein, backup pad 203 is the shape of falling V, and backup pad 203 is stainless steel, can drive backup pad 203 through backup pad 203 and move down when the strengthening rib 201 is pressed, lets backup pad 203's both sides bottom extend toward one side and slows down pressure.
Wherein, dowel steel 205 all is equipped with at the both sides face of backup pad 203, and dowel steel 205 highly be the half of baffle 211 height, makes the bottom of backup pad 203 can be supported slowly through baffle 211 when extending, increases the support ability of baffle 211 simultaneously through dowel steel 205's height.
Wherein, kicking block 208 is triangle-shaped, and kicking block 208 coincide each other with the inside top of backup pad 203, can drive kicking block 208 through dowel bar 207 and carry out the pressure of releiving by the inner wall top that props backup pad 203 when the both ends of buffer board 206 are extending toward one side.
The force-bearing block 213 is circular, the force-bearing block 213 is hollow, the upper and lower ends of the force-bearing block 213 are connected to the fixing plate 212, and the pressure applied to the force-bearing block 215 can be transmitted to the fixing plate 212 through the supporting rod 214 via the force-bearing block 213 to drive the fixing plate 212 to press and reduce the pressure.
Wherein, biography power piece 215 is trapezoidal form, and all is equipped with in one side upper and lower side of baffle 211, and connects through spliced pole 216 between, passes the area grow that power piece 215 made the pressure that can contact strengthening rib 201, makes pressure can evenly cushion.
The two side surfaces of the second abutting block 210 are connected to the inner wall of the supporting plate 203 and above the reinforcing rib 201, and the second abutting block 210 is used for abutting against the pressure caused by the spring 209 and fixing the supporting plate 203.
The working principle is as follows: when the device is used, the device primarily fixes the connecting beam 2 through the reinforcing ribs 201, then fixes the reinforcing ribs through the supporting plate 203, then reduces the displacement of the supporting plate 203 through the first resisting block 204, when the reinforcing ribs 201 drive the supporting plate 203 to move downwards, the pressure is transmitted into the baffle 211 through the force transmission plate 205 to resist, and simultaneously drives the buffer plate 206 to extend towards one side, the pressure is transmitted into the second resisting block 210 through the spring 209 to buffer, the top block 208 is driven to be propped against the upper part of the inner wall of the supporting plate 203 through the force transmission rod 207 while the buffer plate 206 extends, so that the reinforcing ribs 201 can have enough buffer capacity when being pressed, the connecting beam 2 is not easily damaged, then each reinforcing rib 201 is connected through the plurality of baffles 211 to enable the reinforcing ribs 201 not to be easily deformed, then the pressure received by the reinforcing ribs 201 is transmitted into the connecting column 216 through the force transmission block 215 to be counteracted, and then is transmitted onto the fixing plate, the fixing plate 212 drives the stress block 213 to press downwards for buffering, so that the connecting beam 1 has strong stability, and the load capacity is increased.
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 load steel structure of a connecting beam comprises a wall body (1) and the connecting beam (2), and is characterized in that the connecting beam (2) is fixedly arranged on one side of the wall body (1);
the connecting beam (2) comprises a reinforcing rib (201), a connecting block (202), a supporting plate (203), a first abutting block (204), a force transmission plate (205), a buffer plate (206), a force transmission rod (207), a top block (208), a spring (209), a second abutting block (210), a baffle (211), a fixing plate (212), a force bearing block (213), a supporting rod (214), a force transmission block (215) and a connecting column (216), the reinforcing rib (201) is fixedly arranged in the connecting beam (2), the connecting block (202) is fixedly arranged on the bottom surface of the reinforcing rib (201), the supporting plate (203) is fixedly arranged on one side of the connecting block (202), the first abutting block (204) is fixedly arranged on the top end of the supporting plate (203), the force transmission plate (205) is fixedly arranged on one side of the supporting plate (203), the buffer plate (206) is fixedly arranged on the inner wall of the supporting plate, the top fixed mounting of buffer board (206) has dowel steel (207), the top fixed mounting of dowel steel (207) has kicking block (208), the one end bottom surface fixed mounting of buffer board (206) has spring (209), the bottom fixed mounting of spring (209) has the second to block (210), bottom one side fixed mounting of backup pad (203) has baffle (211), one side fixed mounting of baffle (211) has fixed plate (212), one side fixed mounting of fixed plate (212) has atress piece (213), the opposite side fixed mounting of fixed plate (212) has bracing piece (214), the one end fixed mounting of bracing piece (214) has biography power piece (215), one side fixed mounting of biography power piece (215) has spliced pole (216).
2. A loading steel structure of a connection beam according to claim 1, characterized in that said support plate (203) is in the shape of an inverted V and the support plate (203) is made of stainless steel.
3. A load-carrying steel structure of a connection beam according to claim 1, characterized in that the force transfer plate (205) is provided on both sides of the support plate (203), and the height of the force transfer plate (205) is half of the height of the baffle (211).
4. A loading steel structure of a connection beam according to claim 1, characterized in that said top block (208) is triangular shaped and the top block (208) fits inside top end of the support plate (203).
5. A load-carrying steel structure of a connection beam according to claim 1, wherein said force-receiving block (213) is circular, and the force-receiving block (213) is hollow, and the upper and lower ends are connected to the fixing plate (212).
6. The load-carrying steel structure of a connection beam according to claim 1, wherein the force-transmitting block (215) is trapezoidal and is arranged above and below one side of the baffle (211) and connected with the baffle through the connection column (216).
7. A load-carrying steel structure of a connection beam according to claim 1, characterized in that both side surfaces of the second abutting block (210) are connected with the inner wall of the supporting plate (203) and above the reinforcing rib (201).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921934878.7U CN211229037U (en) | 2019-11-11 | 2019-11-11 | Load steel structure of tie-beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921934878.7U CN211229037U (en) | 2019-11-11 | 2019-11-11 | Load steel structure of tie-beam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211229037U true CN211229037U (en) | 2020-08-11 |
Family
ID=71924783
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921934878.7U Active CN211229037U (en) | 2019-11-11 | 2019-11-11 | Load steel structure of tie-beam |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211229037U (en) |
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2019
- 2019-11-11 CN CN201921934878.7U patent/CN211229037U/en active Active
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