Anti-beam-falling mechanism and anti-seismic building
By constructing a bridge on top of the piers and connecting it with limiting and tensioning components, the risk of bridge slippage leading to detachment was resolved, thereby improving the stability and seismic safety of the bridge.
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- ZHEJIANG INST OF COMM CO LTD
- Filing Date
- 2025-04-30
- Publication Date
- 2026-05-12
AI Technical Summary
Existing technologies are insufficient to effectively prevent relative slippage between the bridge structure and piers in seismic design of bridges, leading to a high risk of bridge collapse accidents.
A bridge is erected on top of the piers and connected by limiting and tensioning components. One end of the tensioning component is connected to the bridge and the other end is connected to the limiting component, forming a tensioning effect and enhancing the stability of the bridge and the piers.
This effectively reduces the risk of bridges slipping off their piers and improves the seismic safety and stability of bridges.
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Figure CN224227632U_ABST
Abstract
Description
TECHNICAL FIELD
[0001] The utility model relates to building technical field especially is related to a prevent falling beam mechanism and earthquake resistant building. BACKGROUND
[0002] When bridge structure encounters earthquake disaster, the main body part erected on the pier has significant risk of sliding, and this sliding phenomenon can lead to overall instability of the bridge and even collapse accident. In order to improve the seismic performance of the bridge, the technical measures of enhancing the strength of the pier structure are generally used in engineering practice. However, such methods mainly aim at reducing the overturning risk of the pier, and have limited effect on preventing relative sliding between the bridge main body and the pier, and cannot effectively avoid the bridge falling accident. Therefore, in the seismic design of the bridge, it is necessary to further explore more effective anti-sliding and anti-falling beam technical solutions to comprehensively improve the seismic safety of the bridge structure. SUMMARY
[0003] The utility model aims at providing a prevent falling beam mechanism and earthquake resistant building to alleviate the technical problem that the bridge is easy to slide from the pier in the earthquake.
[0004] In a first aspect, the utility model provides a prevent falling beam mechanism, which comprises a pier, a bridge, a limiting piece and a pulling piece.
[0005] The bridge is erected on the top of the pier.
[0006] The limiting piece is installed on the pier, one end of the pulling piece is connected with the bridge, and the other end of the pulling piece is connected with the limiting piece.
[0007] In combination with the first aspect, the utility model provides a first possible implementation manner of the first aspect, wherein the top of the pier erects at least two bridges.
[0008] Each bridge is connected with at least one pulling piece, and at least one pulling piece is connected between the bridge and the limiting piece.
[0009] In combination with the first aspect, the utility model provides a second possible implementation manner of the first aspect, wherein the pulling piece comprises a first connecting piece, an anchor chain and a second connecting piece.
[0010] The first connecting piece is connected with the bridge, the second connecting piece is connected with the limiting piece, one end of the anchor chain is connected with the first connecting piece, and the other end of the anchor chain is connected with the second connecting piece.
[0011] In combination with the second possible implementation manner of the first aspect, the utility model provides a third possible implementation manner of the first aspect, wherein the second connecting piece comprises a joint, a hinged piece and a connecting rod.
[0012] One end of the joint is connected with the anchor chain, the other end of the joint is articulated with the articulated piece, one end of the connecting rod is connected with the articulated piece, and the other end of the connecting rod is connected with the limiting piece.
[0013] With reference to the third possible implementation manner of the first aspect, the utility model provides a fourth possible implementation manner of the first aspect, wherein the second connecting piece further comprises a plate and a threaded fastener;
[0014] The plate is connected with the limiting piece, the connecting rod passes through the plate, and the connecting rod is matched with the threaded fastener, and the threaded fastener abuts against the plate.
[0015] With reference to the fourth possible implementation manner of the first aspect, the utility model provides a fifth possible implementation manner of the first aspect, wherein the limiting piece is provided with a mounting groove, the plate is inserted into the mounting groove, and the plate is fixed by pouring concrete in the mounting groove.
[0016] With reference to the first aspect, the utility model provides a sixth possible implementation manner of the first aspect, wherein the limiting piece comprises a limiting base and a pushing block.
[0017] The limiting base is installed at the top of the pier, the pushing block is installed on the limiting base, and the pushing block abuts against the side surface of the bridge.
[0018] With reference to the sixth possible implementation manner of the first aspect, the utility model provides a seventh possible implementation manner of the first aspect, wherein from one end of the bridge connected with the limiting piece to one end of the limiting piece, the pulling piece is inclined to the direction away from the bridge.
[0019] With reference to the sixth possible implementation manner of the first aspect, the utility model provides an eighth possible implementation manner of the first aspect, wherein the limiting piece further comprises an adjusting rod, a movable block and an elastic piece.
[0020] The movable block is slidably matched with the limiting base along the extension direction of the bridge, the movable block is connected with the pushing block, the elastic piece is installed between the movable block and the limiting base, the adjusting rod is threadedly matched with the limiting base, and the adjusting rod abuts against the movable block along the sliding direction of the movable block.
[0021] The second aspect, the utility model provides an anti-seismic building provided with the anti-falling beam mechanism of the first aspect.
[0022] The present invention provides the following beneficial effects: a bridge is erected on the top of the pier, a limiting member is installed on the pier, one end of the traction member is connected to the bridge, and the other end of the traction member is connected to the limiting member. By connecting the limiting member and the bridge through the traction member, the stability of the bridge relative to the pier is enhanced, which can effectively reduce the risk of the bridge slipping off the pier and is conducive to improving the seismic safety of the bridge.
[0023] To make the above-mentioned objectives, features and advantages of this utility model more apparent and understandable, preferred embodiments are described below in detail with reference to the accompanying drawings. Attached Figure Description
[0024] To more clearly illustrate the technical solutions in the specific embodiments or related technologies of this utility model, the drawings used in the description of the specific embodiments or related technologies will be briefly introduced below. Obviously, the drawings described below are some embodiments of this utility model. For those skilled in the art, other drawings can be obtained from these drawings without creative effort.
[0025] Figure 1 A front view of the anti-falling beam mechanism provided in an embodiment of this utility model;
[0026] Figure 2 A top view of the anti-falling beam mechanism provided in an embodiment of this utility model;
[0027] Figure 3 A schematic diagram of the limiting component and the pulling component of the anti-falling beam mechanism provided in this embodiment of the utility model;
[0028] Figure 4 Enlarged schematic diagram of the limiting member, anchor chain, and second connecting member of the anti-falling beam mechanism provided in this embodiment of the utility model. Figure 1 ;
[0029] Figure 5 Enlarged schematic diagram of the limiting member, anchor chain, and second connecting member of the anti-falling beam mechanism provided in this embodiment of the utility model. Figure 2 .
[0030] Icons: 100 - Pier; 200 - Bridge; 300 - Limiting component; 301 - Mounting groove; 310 - Limiting base; 320 - Push block; 330 - Adjusting rod; 340 - Movable block; 350 - Elastic component; 400 - Pulling component; 410 - First connecting component; 420 - Anchor chain; 430 - Second connecting component; 431 - Joint; 432 - Hinge component; 433 - Connecting rod; 434 - Plate; 435 - Threaded fastener. Detailed Implementation
[0031] The technical solutions of the present application will be described clearly and completely below in conjunction with the drawings. Obviously, the described embodiments are some of the embodiments of the present application, but not all the embodiments. Based on the embodiments of the present application, all the other embodiments obtained by those skilled in the art without creative efforts belong to the scope of protection of the present application.
[0032] In the description of the present application, it should be noted that the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer" and the like indicate the orientation or positional relationship shown in the drawings, and are only for the convenience of describing the present application and simplifying the description, and do not indicate or imply that the devices or elements referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore cannot be understood as limiting the present application. In addition, the terms "first", "second", "third" are only used to describe the name difference, and cannot be understood as indicating or implying relative importance. Physical quantities in the formula, such as no separate marking, should be understood as the basic quantity of the International System of Units, or the derived quantity derived from the basic quantity by multiplication, division, differentiation or integration and the like mathematical operations.
[0033] In the description of the present application, it should be noted that unless otherwise explicitly specified and limited, the terms "mounting", "connection", "connection" should be understood broadly, for example, it can be fixedly connected, or it can be detachably connected, or integrally connected; it can be mechanically connected, or it can be electrically connected; it can be directly connected, or it can be indirectly connected through an intermediate medium; it can be the communication inside two elements. For those skilled in the art, the specific meaning of the above terms in the present application can be understood according to the specific circumstances.
[0034] As shown in Figure 1 and Figure 2 The anti-falling beam mechanism provided by the embodiments of the present application comprises: a pier 100, a bridge 200, a limiting piece 300 and a pulling piece 400; the bridge 200 is erected on the top of the pier 100; the limiting piece 300 is installed on the pier 100, one end of the pulling piece 400 is connected with the bridge 200, and the other end of the pulling piece 400 is connected with the limiting piece 300.
[0035] Among them, the pulling piece 400 connects the bridge 200 and the limiting piece 300, and tightens the bridge 200 and the limiting piece 300 through the tensioned pulling piece 400, which can make the bridge 200 and the limiting piece 300 closely fit on one hand, and on the other hand, the pier 100, the limiting piece 300 and the bridge 200 can remain relatively stable, which can effectively reduce the risk of the bridge 200 sliding off the pier 100, and can significantly improve the anti-seismic safety.
[0036] In the embodiment of the utility model, the bridge pier 100 top erects at least two bridges 200, each bridge 200 is connected with at least one pulling piece 400, and the at least one pulling piece 400 is connected between the bridge 200 and the limiting piece 300.
[0037] Specifically, the two bridges 200 extend away from the bridge pier 100 and in opposite directions from one end of the bridge pier 100, and the pulling pieces 400 on both sides of the limiting piece 300 pull the bridge 200, so that the bridge 200 remains stable relative to the bridge pier 100.
[0038] In an optional embodiment, the pulling pieces 400 can be installed on both sides of one bridge 200, and the two pulling pieces 400 are one-to-one connected to the two limiting pieces 300 installed on the bridge pier 100. On the one hand, the two pulling pieces 400 can pull the bridge 200 to prevent the bridge 200 from falling off the bridge pier 100. On the other hand, the two pulling pieces 400 one-to-one pull the two limiting pieces 300, so that the bridge 200 is constrained between the two limiting pieces 300, thereby improving the stability of the bridge 200 relative to the bridge pier 100.
[0039] As shown in Figure 1 and Figure 3 , the pulling piece 400 includes a first connecting piece 410, an anchor chain 420, and a second connecting piece 430. The first connecting piece 410 is connected to the bridge 200, the second connecting piece 430 is connected to the limiting piece 300, one end of the anchor chain 420 is connected to the first connecting piece 410, and the other end of the anchor chain 420 is connected to the second connecting piece 430.
[0040] The first connecting piece 410 can be bolted to the bridge 200, the link of the anchor chain 420 is sleeved on the first connecting piece 410, the anchor chain 420 can be inclined relative to the first connecting piece 410, the second connecting piece 430 is fixedly connected to the limiting piece 300, and the anchor chain 420 is connected to the second connecting piece 430. When the anchor chain 420 is tensioned, a tensioning effect can be formed between the limiting piece 300 and the bridge 200.
[0041] As shown in Figure 1 , Figure 3 and Figure 4As shown, the second connecting member 430 comprises a joint 431, a hinged member 432 and a connecting rod 433; one end of the joint 431 is connected with the anchor chain 420, the other end of the joint 431 is hinged with the hinged member 432, one end of the connecting rod 433 is connected with the hinged member 432, and the other end of the connecting rod 433 is connected with the limiting member 300. Wherein, the joint 431 is hinged with the hinged member 432, the anchor chain 420 can swing relative to the hinged member 432 along with the joint 431, and the tension of the anchor chain 420 can make the force of the second connecting member 430 on the limiting member 300 produce a component force pressing the bridge 200, which is beneficial to ensure the reliability of the limiting action of the limiting member 300 on the bridge 200.
[0042] Further, the second connecting member 430 further comprises a plate member 434 and a threaded fastener 435; the plate member 434 is connected with the limiting member 300, the connecting rod 433 passes through the plate member 434, and the connecting rod 433 cooperates with the threaded fastener 435, and the threaded fastener 435 abuts against the plate member 434. By screwing the threaded fastener 435, the sliding of the connecting rod 433 along the axial direction relative to the plate member 434 can be adjusted, and then the tension of the anchor chain 420 can be adjusted.
[0043] In optional embodiments, the plate member 434 can be pre-buried or welded in the limiting member 300.
[0044] In the present embodiment, the limiting member 300 is provided with a mounting groove 301, the plate member 434 is inserted into the mounting groove 301, and the plate member 434 is fixed by pouring concrete in the mounting groove 301, which is convenient for construction and can ensure the stability of the plate member 434.
[0045] As shown in Figure 1 , Figure 2 and Figure 5 , the limiting member 300 comprises a limiting base 310 and a pushing block 320; the limiting base 310 is installed on the top of the pier 100, and the pushing block 320 is installed on the limiting base 310 and abuts against the side surface of the bridge 200.
[0046] Further, from one end of the connecting bridge 200 to one end of the connecting limiting member 300, the pulling member 400 is inclined away from the bridge 200.
[0047] Referring to Figure 2 , two pulling members 400 pull the same limiting member 300 and make the limiting member 300 abut against the side surface of the two bridges 200, and similarly, the other two pulling members 400 pull the other limiting member 300 and make it abut against the side surface of the two bridges 200, so that the two bridges 200 are stably limited on the top of the pier 100.
[0048] As shown in Figure 1 , Figure 2 ,Figure 4 and Figure 5 As shown in the figure, the limiting member 300 further comprises an adjusting rod 330, a movable block 340 and an elastic member 350; the movable block 340 is slidingly fitted to the limiting base 310 along the extending direction of the bridge 200, and the movable block 340 is connected to the pushing block 320; the elastic member 350 is installed between the movable block 340 and the limiting base 310; the adjusting rod 330 is threadedly fitted to the limiting base 310, and the adjusting rod 330 abuts against the movable block 340 along the sliding direction of the movable block 340.
[0049] When the adjusting rod 330 is screwed, the adjusting rod 330 can push the movable block 340 in the axial direction and drive the elastic member 350 to elastically deform; the movable block 340 sliding relative to the limiting base 310 can drive the pushing block 320 to move, thereby adjusting the position of the pushing block 320 relative to the bridge 200 to change the position of the pushing block 320 abutting against the side surface of the bridge 200.
[0050] It should be noted that the pushing block 320 can be made of hard rubber, which is pressed against the side surface of the bridge 200, and the contact position of the pushing block 320 with the bridge 200 can be adjusted, which can increase the position adjustment range of the pushing block 320 for the pushing and limiting action on the bridge 200.
[0051] The anti-seismic building provided by the embodiment of the utility model is equipped with the anti-falling beam mechanism as recorded in the above embodiment, and the anti-seismic building can be configured as a bridge type building and can also be configured as other engineering buildings with a bridge type structure. The anti-seismic building has the technical effects of the above anti-falling beam mechanism, which will not be described here.
[0052] The anti-falling beam mechanism and the anti-seismic building as recorded in the above embodiment have the following beneficial effects:
[0053] (1) The position of the bridge 200 on the pier 100 is limited and supported, the connection between the two groups of bridges 200 docked on the same pier 100 is realized, and the stability of the position of the bridge 200 on the pier 100 is improved. The anchor chain 420 is tensioned at a certain inclination angle to tightly press and constrain the bridge 200 between the two limiting members 300, thereby improving the stability and anti-falling performance of the bridge 200.
[0054] (2) The tension of the anchor chain 420 can be adjusted by screwing the threaded fastener 435, and the contact position of the pushing block 320 with the side surface of the bridge 200 can be changed by screwing the adjusting rod 330, thereby expanding the adjustment range of the limiting action and being conducive to adaptively adjusting the limiting and anti-falling performance according to the construction needs of the bridge 200.
[0055] Finally, it should be noted that: the above embodiments are used to illustrate the technical solutions of the present application, but not limited to them; although the present application has been described in detail with reference to the foregoing embodiments, those skilled in the art should understand that: it can still modify the technical solutions recorded in the foregoing embodiments, or make equivalent replacement for part or all of the technical features; and these modifications or replacements do not make the essence of the corresponding technical solutions deviate from the scope of the technical solutions of the embodiments of the present application.
Claims
1. A beam-prevention mechanism, characterized in that, include: Piers (100), bridge (200), limiting components (300) and tensioning components (400); The bridge (200) is erected on top of the pier (100); The limiting member (300) is installed on the pier (100), one end of the traction member (400) is connected to the bridge (200), and the other end of the traction member (400) is connected to the limiting member (300).
2. The anti-falling beam mechanism according to claim 1, characterized in that, At least two bridges (200) are erected on top of the pier (100); Each of the bridges (200) is connected to at least one of the tension members (400), and at least one of the tension members (400) is connected between the bridge (200) and the limiting member (300).
3. The anti-falling beam mechanism according to claim 1, characterized in that, The tensioning member (400) includes: a first connector (410), an anchor chain (420), and a second connector (430); The first connector (410) is connected to the bridge (200), the second connector (430) is connected to the limiting member (300), one end of the anchor chain (420) is connected to the first connector (410), and the other end of the anchor chain (420) is connected to the second connector (430).
4. The anti-falling beam mechanism according to claim 3, characterized in that, The second connector (430) includes: a joint (431), a hinge (432), and a connecting rod (433); One end of the connector (431) is connected to the anchor chain (420), and the other end of the connector (431) is hinged to the hinge (432). One end of the connecting rod (433) is connected to the hinge (432), and the other end of the connecting rod (433) is connected to the limiting member (300).
5. The anti-falling beam mechanism according to claim 4, characterized in that, The second connector (430) further includes: a plate (434) and a threaded fastener (435); The plate (434) is connected to the limiting member (300), the connecting rod (433) passes through the plate (434), and the connecting rod (433) is engaged with the threaded fastener (435), the threaded fastener (435) abuts against the plate (434).
6. The anti-falling beam mechanism according to claim 5, characterized in that, The limiting member (300) is provided with an installation groove (301), the plate (434) is inserted into the installation groove (301), and concrete is poured into the installation groove (301) to fix the plate (434).
7. The anti-falling beam mechanism according to claim 1, characterized in that, The limiting member (300) includes: a limiting base (310) and a pushing block (320); The limiting base (310) is installed on the top of the pier (100), the pushing block (320) is installed on the limiting base (310), and the pushing block (320) abuts against the side of the bridge (200).
8. The anti-falling beam mechanism according to claim 7, characterized in that, From one end connected to the bridge (200) to the other end connected to the limiting member (300), the traction member (400) tilts in a direction away from the bridge (200).
9. The anti-falling beam mechanism according to claim 7, characterized in that, The limiting member (300) further includes: an adjusting rod (330), a movable block (340), and an elastic member (350); The movable block (340) is slidably fitted to the limiting base (310) along the extension direction of the bridge (200), and the movable block (340) is connected to the pushing block (320). The elastic element (350) is installed between the movable block (340) and the limiting base (310). The adjusting rod (330) is threadedly fitted to the limiting base (310), and the adjusting rod (330) abuts against the movable block (340) along the sliding direction of the movable block (340).
10. A seismic-resistant building, characterized in that, The earthquake-resistant building is equipped with the anti-falling beam mechanism as described in any one of claims 1-9.