CN209323368U - A kind of bridge floor concrete structure - Google Patents
A kind of bridge floor concrete structure Download PDFInfo
- Publication number
- CN209323368U CN209323368U CN201822262369.6U CN201822262369U CN209323368U CN 209323368 U CN209323368 U CN 209323368U CN 201822262369 U CN201822262369 U CN 201822262369U CN 209323368 U CN209323368 U CN 209323368U
- Authority
- CN
- China
- Prior art keywords
- layer
- concrete structure
- main frame
- frame body
- buffer layer
- 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
Links
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
Description
技术领域technical field
本实用新型涉及混凝土结构技术领域,具体为一种桥梁桥面混凝土结构。The utility model relates to the technical field of concrete structures, in particular to a bridge deck concrete structure.
背景技术Background technique
普通混凝土指以水泥为主要胶凝材料,与水、砂、石子,必要时掺入化学外加剂和矿物掺合料,按适当比例配合,经过均匀搅拌、密实成型及养护硬化而成的人造石材。Ordinary concrete refers to the artificial stone made of cement as the main cementitious material, mixed with water, sand, stones, chemical admixtures and mineral admixtures when necessary, mixed in an appropriate proportion, and uniformly stirred, compacted and cured. .
桥梁,一般指架设在江河湖海上,使车辆行人等能顺利通行的构筑物。桥梁一般由上部构造、下部结构、支座和附属构造物组成,上部结构又称桥跨结构,是跨越障碍的主要结构;下部结构包括桥台、桥墩和基础;支座为桥跨结构与桥墩或桥台的支承处所设置的传力装置;附属构造物则指桥头搭板、锥形护坡、护岸、导流工程等。Bridges generally refer to structures erected on rivers, lakes and seas to allow vehicles and pedestrians to pass smoothly. A bridge is generally composed of a superstructure, a substructure, a support and ancillary structures. The superstructure is also called a bridge span structure, which is the main structure for crossing obstacles; the substructure includes abutments, piers and foundations; Or the force transmission device installed at the supporting place of the bridge abutment; the auxiliary structures refer to the bridge head board, conical slope protection, bank protection, diversion works, etc.
目前,现有的桥梁建设,桥面结构越趋向于模块化组装建设,但是,这种组装存在间隙,而传统的混凝土结构不具备吸震功能,导致车辆在桥面行走时,桥面震动较大,不利于桥梁的安全。At present, in the existing bridge construction, the bridge deck structure tends to be modularized and assembled. However, there are gaps in this assembly, and the traditional concrete structure does not have the shock absorption function, which causes the bridge deck to vibrate greatly when vehicles are walking on the bridge deck. , is not conducive to the safety of the bridge.
实用新型内容Utility model content
本实用新型的目的在于提供一种桥梁桥面混凝土结构,以解决上述背景技术中提出的问题。The purpose of this utility model is to provide a bridge deck concrete structure to solve the problems raised in the above-mentioned background technology.
为实现上述目的,本实用新型提供如下技术方案:In order to achieve the above object, the utility model provides the following technical solutions:
一种桥梁桥面混凝土结构,包括支撑架体,支撑架体是钢筋混凝土结构,支撑架体的顶端中央设有凹腔,凹腔内自下而上依次设有第一减震层、第二减震层、第三减震层、混凝土层和防水层以及沥青树脂层,混凝土层内嵌设有金属网层。A bridge deck concrete structure, comprising a support frame body, the support frame body is a reinforced concrete structure, a concave cavity is arranged in the center of the top of the support frame body, and a first shock-absorbing layer, a second shock-absorbing layer, and a second The shock-absorbing layer, the third shock-absorbing layer, the concrete layer, the waterproof layer and the asphalt resin layer, the metal mesh layer is embedded in the concrete layer.
为了进一步提高一种桥梁桥面混凝土结构的使用效果,支撑架体的底部内均匀的嵌设有若干主架体,主架体的横截面是矩形结构。In order to further improve the use effect of a bridge deck concrete structure, a plurality of main frame bodies are evenly embedded in the bottom of the supporting frame body, and the cross section of the main frame body is a rectangular structure.
为了进一步提高一种桥梁桥面混凝土结构的使用效果,主架体包括若干第一钢筋杆,同一主架体上的所有第一钢筋杆呈环形结构分布,同一主架体上的第一钢筋杆通过铁丝连接。In order to further improve the use effect of a bridge deck concrete structure, the main frame body includes a number of first steel bars, all the first steel bars on the same main frame body are distributed in a ring structure, and the first steel bar bars on the same main frame body Connected by wire.
为了进一步提高一种桥梁桥面混凝土结构的使用效果,所有的铁丝之间通过不锈钢金属网连接。In order to further improve the use effect of a bridge deck concrete structure, all iron wires are connected by stainless steel metal mesh.
为了进一步提高一种桥梁桥面混凝土结构的使用效果,主架体上均匀的嵌设有若干长短不一的第二钢筋杆。In order to further improve the use effect of the bridge deck concrete structure, a plurality of second reinforcement rods of different lengths are evenly embedded on the main frame body.
为了进一步提高一种桥梁桥面混凝土结构的使用效果,主架体上最顶端的第二钢筋杆的左右两侧对称设有与支撑架体相配合的第三钢筋杆,所有的第三钢筋杆均匀的嵌设在支撑架体的左右两侧。In order to further improve the use effect of a bridge deck concrete structure, the left and right sides of the topmost second steel bar on the main frame body are symmetrically provided with the third steel bar matched with the supporting frame body, and all the third steel bar Evenly embedded in the left and right sides of the support frame body.
为了进一步提高一种桥梁桥面混凝土结构的使用效果,凹腔的内腔底壁均匀的嵌设有若干与混凝土层相配合的第四钢筋杆,第四钢筋杆的底端固定连接在主架体上最顶端的第二钢筋杆上。In order to further improve the use effect of a bridge deck concrete structure, the bottom wall of the cavity is evenly embedded with a number of fourth reinforcement rods that match the concrete layer, and the bottom ends of the fourth reinforcement rods are fixedly connected to the main frame. On the top second steel bar on the body.
为了进一步提高一种桥梁桥面混凝土结构的使用效果,第一减震层是粗、细砂混合层,第二减震层是碎矿石层,第三减震层是细沙层。In order to further improve the use effect of the bridge deck concrete structure, the first shock absorbing layer is a mixed layer of coarse and fine sand, the second shock absorbing layer is a crushed ore layer, and the third shock absorbing layer is a fine sand layer.
为了进一步提高一种桥梁桥面混凝土结构的使用效果,防水层是聚氨酯防水涂层。In order to further improve the use effect of a bridge deck concrete structure, the waterproof layer is a polyurethane waterproof coating.
与现有技术相比,本实用新型通过第一减震层、第二减震层、第三减震层的设置,对车辆行走震动进行层层减震、吸收,从而最大限度的降低震动对桥梁结构的影响,保证车辆安全行驶,提高使用寿命;且通过设置主架体增强整个支撑架体的刚性。Compared with the prior art, the utility model, through the setting of the first shock-absorbing layer, the second shock-absorbing layer, and the third shock-absorbing layer, performs layer-by-layer shock absorption and absorption on the vehicle running vibration, thereby reducing the impact of vibration to the greatest extent. The impact of the bridge structure ensures the safe driving of the vehicle and improves the service life; and the rigidity of the entire support frame is enhanced by setting the main frame.
附图说明Description of drawings
图1为本实用新型一种桥梁桥面混凝土结构的俯视图的结构示意图;Fig. 1 is the structural representation of the plan view of a kind of bridge deck concrete structure of the utility model;
图2为本实用新型一种桥梁桥面混凝土结构的横截面的结构示意图;Fig. 2 is the structural representation of the cross section of a kind of bridge deck concrete structure of the utility model;
图3为本实用新型一种桥梁桥面混凝土结构的主架体的结构示意图。Fig. 3 is a structural schematic diagram of a main frame body of a bridge deck concrete structure of the present invention.
图中:1-支撑架体,2-凹腔,3-主架体,31-第一钢筋杆,32-铁丝,33-不锈钢金属网,4-第二钢筋杆,5-第三钢筋杆,6-第四钢筋杆,7-第一减震层,8-第二减震层,9-第三减震层,10-混凝土层,11-金属网层,12-防水层,13-沥青树脂层。In the figure: 1-supporting frame body, 2-cavity, 3-main frame body, 31-the first reinforcement rod, 32-iron wire, 33-stainless steel wire mesh, 4-the second reinforcement rod, 5-the third reinforcement rod , 6-the fourth steel bar, 7-the first shock-absorbing layer, 8-the second shock-absorbing layer, 9-the third shock-absorbing layer, 10-concrete layer, 11-metal mesh layer, 12-waterproof layer, 13- Asphalt resin layer.
具体实施方式Detailed ways
需要说明的是,在不冲突的情况下,本实用新型中的实施例及实施例中的特征可以相互组合。It should be noted that, in the case of no conflict, the embodiments of the present invention and the features in the embodiments can be combined with each other.
在本实用新型的描述中,需要理解的是,术语“中心”、“纵向”、“横向”、“上”、“下”、“前”、“后”、“左”、“右”、“竖直”、“水平”、“顶”、“底”、“内”、“外”等指示的方位或位置关系为基于附图所示的方位或位置关系,仅是为了便于描述本实用新型和简化描述,而不是指示或暗示所指的装置或元件必须具有特定的方位、以特定的方位构造和操作,因此不能理解为对本实用新型的限制。此外,术语“第一”、“第二”等仅用于描述目的,而不能理解为指示或暗示相对重要性或者隐含指明所指示的技术特征的数量。由此,限定有“第一”、“第二”等的特征可以明示或者隐含地包括一个或者更多个该特征。在本实用新型的描述中,除非另有说明,“多个”的含义是两个或两个以上。In describing the present utility model, it should be understood that the terms "center", "longitudinal", "transverse", "upper", "lower", "front", "rear", "left", "right", The orientations or positional relationships indicated by "vertical", "horizontal", "top", "bottom", "inner", "outer", etc. are based on the orientation or positional relationships shown in the drawings, and are only for the convenience of describing the present invention. Novel and simplified descriptions do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operate in a specific orientation, and therefore should not be construed as limiting the utility model. In addition, the terms "first", "second", etc. are used for descriptive purposes only, and should not be understood as indicating or implying relative importance or implicitly specifying the quantity of the indicated technical features. Thus, a feature defined as "first", "second", etc. may expressly or implicitly include one or more of that feature. In the description of the present utility model, unless otherwise specified, "plurality" means two or more.
在本实用新型的描述中,需要说明的是,除非另有明确的规定和限定,术语“安装”、“相连”、“连接”应做广义理解,例如,可以是固定连接,也可以是可拆卸连接,或一体地连接;可以是机械连接,也可以是电连接;可以是直接相连,也可以通过中间媒介间接相连,可以是两个元件内部的连通。对于本领域的普通技术人员而言,可以通过具体情况理解上述术语在本实用新型中的具体含义。In the description of the present utility model, it should be noted that, unless otherwise clearly stipulated and limited, the terms "installation", "connection" and "connection" should be understood in a broad sense, for example, it can be a fixed connection or a flexible connection. Detachable connection, or integral connection; it can be mechanical connection or electrical connection; it can be direct connection or indirect connection through an intermediary, and it can be the internal communication of two components. Those of ordinary skill in the art can understand the specific meanings of the above terms in the present invention through specific situations.
下面结合具体实施方式对本专利的技术方案作进一步详细地说明。The technical solution of this patent will be further described in detail below in conjunction with specific embodiments.
实施例1Example 1
请参阅图1~3,一种桥梁桥面混凝土结构,包括支撑架体1,所述支撑架体1是钢筋混凝土结构,支撑架体1的顶端中央设有凹腔2,所述凹腔2内自下而上依次设有第一减震层7、第二减震层8、第三减震层9、混凝土层10和防水层12以及沥青树脂层13,所述第一减震层7是粗、细砂混合层,所述第二减震层8是碎矿石层,所述第三减震层9是细沙层,所述混凝土层10内嵌设有金属网层11,所述防水层12是聚氨酯防水涂层,通过第一减震层7、第二减震层8、第三减震层9的设置,对车辆行走震动进行层层减震、吸收,从而最大限度的降低震动对桥梁结构的影响,保证车辆安全行驶,提高使用寿命。Please refer to Fig. 1~3, a kind of bridge deck concrete structure, comprises support frame body 1, and described support frame body 1 is reinforced concrete structure, and the top center of support frame body 1 is provided with cavity 2, and described cavity 2 The first shock-absorbing layer 7, the second shock-absorbing layer 8, the third shock-absorbing layer 9, the concrete layer 10, the waterproof layer 12 and the asphalt resin layer 13 are provided in sequence from bottom to top. The first shock-absorbing layer 7 It is a mixed layer of coarse and fine sand, the second damping layer 8 is a crushed ore layer, the third damping layer 9 is a fine sand layer, and the concrete layer 10 is embedded with a metal mesh layer 11. The waterproof layer 12 is a polyurethane waterproof coating, through the setting of the first shock-absorbing layer 7, the second shock-absorbing layer 8, and the third shock-absorbing layer 9, the vibration of the vehicle is damped and absorbed layer by layer, thereby reducing the shock to the greatest extent. The impact of vibration on the bridge structure ensures the safe driving of vehicles and improves the service life.
实施例2Example 2
本实施例是在实施例1的基础上的进一步阐述,所述支撑架体1的底部内均匀的嵌设有若干主架体3,所述主架体3的横截面是矩形结构,主架体3包括若干第一钢筋杆31,同一主架体3上的所有第一钢筋杆31呈环形结构分布,同一主架体3上的第一钢筋杆31通过铁丝32连接,所有的所述铁丝32之间通过不锈钢金属网33连接,通过设置主架体3增强整个支撑架体1的刚性。This embodiment is a further elaboration on the basis of Embodiment 1. Several main frame bodies 3 are evenly embedded in the bottom of the support frame body 1. The cross section of the main frame body 3 is a rectangular structure. Body 3 includes several first reinforcement rods 31, all the first reinforcement rods 31 on the same main frame body 3 are distributed in a ring structure, and the first reinforcement rods 31 on the same main frame body 3 are connected by iron wires 32, and all the iron wires 32 are connected by stainless steel metal mesh 33, and the rigidity of the whole supporting frame body 1 is enhanced by setting the main frame body 3.
所述主架体3上均匀的嵌设有若干长短不一的第二钢筋杆4,从而进一步增强支撑架体1的刚性。The main frame body 3 is evenly embedded with a number of second reinforcement rods 4 of different lengths, so as to further enhance the rigidity of the supporting frame body 1 .
所述主架体3上最顶端的第二钢筋杆4的左右两侧对称设有与支撑架体1相配合的第三钢筋杆5,所有的所述第三钢筋杆5均匀的嵌设在支撑架体1的左右两侧,从而增强支撑架体1左右侧的刚性。The left and right sides of the topmost second reinforcement rod 4 on the main frame body 3 are symmetrically provided with the third reinforcement rod 5 matched with the support frame body 1, and all the third reinforcement rods 5 are evenly embedded in the Support the left and right sides of the frame body 1, thereby enhancing the rigidity of the left and right sides of the support frame body 1.
所述凹腔2的内腔底壁均匀的嵌设有若干与混凝土层10相配合的第四钢筋杆6,所述第四钢筋杆6的底端固定连接在主架体3上最顶端的第二钢筋杆4上,通过设置第四钢筋杆6,增强混凝土层10与支撑架体1之间的紧密性。The inner cavity bottom wall of the cavity 2 is uniformly embedded with a number of fourth reinforcement rods 6 matched with the concrete layer 10, and the bottom ends of the fourth reinforcement rods 6 are fixedly connected to the top end of the main frame body 3. On the second steel bar 4, the tightness between the concrete layer 10 and the support frame body 1 is enhanced by setting the fourth steel bar 6.
本实用新型的创新点在于,通过第一减震层7、第二减震层8、第三减震层9的设置,对车辆行走震动进行层层减震、吸收,从而最大限度的降低震动对桥梁结构的影响,保证车辆安全行驶,提高使用寿命。The innovation of this utility model is that through the setting of the first damping layer 7, the second damping layer 8, and the third damping layer 9, the vibration of the vehicle is damped and absorbed layer by layer, thereby reducing the vibration to the greatest extent. The impact on the bridge structure ensures the safe driving of vehicles and improves the service life.
上面对本专利的较佳实施方式作了详细说明,但是本专利并不限于上述实施方式,在本领域的普通技术人员所具备的知识范围内,还可以在不脱离本专利宗旨的前提下作出各种变化。The preferred implementation of this patent has been described in detail above, but this patent is not limited to the above-mentioned implementation. Within the scope of knowledge of those of ordinary skill in the art, various implementations can be made without departing from the purpose of this patent. kind of change.
Claims (9)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822262369.6U CN209323368U (en) | 2018-12-30 | 2018-12-30 | A kind of bridge floor concrete structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822262369.6U CN209323368U (en) | 2018-12-30 | 2018-12-30 | A kind of bridge floor concrete structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209323368U true CN209323368U (en) | 2019-08-30 |
Family
ID=67730034
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201822262369.6U Expired - Fee Related CN209323368U (en) | 2018-12-30 | 2018-12-30 | A kind of bridge floor concrete structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209323368U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115143235A (en) * | 2022-07-23 | 2022-10-04 | 翔嘉环境科技(江苏)有限公司 | Micro-vibration base with hierarchical attenuation |
-
2018
- 2018-12-30 CN CN201822262369.6U patent/CN209323368U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115143235A (en) * | 2022-07-23 | 2022-10-04 | 翔嘉环境科技(江苏)有限公司 | Micro-vibration base with hierarchical attenuation |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103758031A (en) | Method for manufacturing assembled type bridge pier by utilizing steel fiber reinforced self-compacting concrete | |
| CN106087629A (en) | Without conical slope prefabricated baffle plate foam concrete light road bank structure and construction method | |
| KR101287621B1 (en) | A Road For Drainage And Method For It | |
| CN106759951A (en) | A kind of assembled ring muscle is fastened and is anchored concrete shear force wall one side floor connection structure | |
| CN106337503A (en) | Prefabricated composite shock insulation component for assembly type building | |
| CN111962533A (en) | Energy dissipation type pile anchor structure in strong seismic region and construction method thereof | |
| CN107905091B (en) | A Segmentally Assembled FRP Reinforced Steel Tube Concrete Pier Using SMA-Prestressed Tendon System | |
| CN2784490Y (en) | Prestress connection node for beam column of assembled concrete frame structure | |
| CN209323368U (en) | A kind of bridge floor concrete structure | |
| CN109914235A (en) | A bridge deck continuous structure | |
| CN215518321U (en) | Bamboo arch bridge arch foot and arch base embedding structure | |
| CN212641165U (en) | Large-span monolithic bridges suitable for strong earthquakes | |
| CN106194212A (en) | A kind of anti-mud-rock flow and the shed tunnel top structure of rock-fall impact and construction method | |
| CN209854770U (en) | Anti-impact rubber mat for concrete bottom plate of hydraulic drainage building | |
| CN205476075U (en) | Multi -functional building structure post | |
| CN203270436U (en) | Light anti-bending supporting member based on FRP and flexible arch body | |
| CN203007933U (en) | A mixed reinforced non-full circular concrete prefabricated pile | |
| JP6860381B2 (en) | Reinforcement method and structure of steel pipe pile using multiple fine crack type fiber reinforced cement composite material | |
| CN206189739U (en) | Perforated web formula combination beam | |
| CN211368255U (en) | An anti-settling roadbed structure | |
| CN106906712B (en) | Bamboo reinforced concrete pavement structure and design method thereof | |
| CN205712076U (en) | Construction pile body structure | |
| CN208981596U (en) | A kind of laminated floor slab | |
| CN106758744B (en) | A kind of integrated bridge and bridge material | |
| CN120250738B (en) | Structure and method for newly adding pier body after surrounding hoop glass fiber sleeve of old masonry foundation |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190830 Termination date: 20211230 |