CN114837309A - Connector, end plate of precast concrete member and method of use - Google Patents
Connector, end plate of precast concrete member and method of use Download PDFInfo
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- CN114837309A CN114837309A CN202210648237.5A CN202210648237A CN114837309A CN 114837309 A CN114837309 A CN 114837309A CN 202210648237 A CN202210648237 A CN 202210648237A CN 114837309 A CN114837309 A CN 114837309A
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/388—Separate connecting elements
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Abstract
Description
技术领域technical field
本发明涉及建筑领域,尤其是预制混凝土构件的连接件、端板及其使用方法。The invention relates to the field of construction, in particular to a connector, an end plate of a prefabricated concrete component and a method of using the same.
背景技术Background technique
预制混凝土构件是在工厂内进行生产制作的建筑材料,具有较好的力学性能。采用预制混凝土构件进行地基或者房屋建造时,有利于环保和提高施工速度。Precast concrete components are building materials produced in factories and have good mechanical properties. When using precast concrete components for foundation or house construction, it is beneficial to environmental protection and to improve construction speed.
在建筑施工过程中,预制混凝土构件之间的连接是不可或缺的。相邻预制混凝土构件之间一般是在预制混凝土构件的外侧通过焊接或者用连接件将其连接。现有的连接件一般是采用卡箍或者在预制混凝土构件上设置连接座等形式,再通过螺栓将相邻的预制混凝土构件连接起来。During building construction, the connection between precast concrete elements is indispensable. Adjacent precast concrete members are generally connected on the outside of the precast concrete members by welding or by connecting pieces. Existing connectors are generally in the form of clamps or connecting seats provided on the precast concrete members, and then the adjacent precast concrete members are connected by bolts.
由于预制混凝土构件一般在长度方向尺寸较大,因此没有足够的空间在预制混凝土构件的内侧进行连接。有鉴于此,研发出一种预制混凝土构件的连接件、端板及其使用方法。Since precast concrete elements are generally larger in size in the length direction, there is not enough space for connections on the inner side of the precast concrete elements. In view of this, a connector, an end plate of a precast concrete component and a method of using the same are developed.
发明内容SUMMARY OF THE INVENTION
本发明旨在至少解决现有技术中存在的技术问题之一。本发明提供了预制混凝土构件的连接件、端板及其使用方法,可以从内侧连接相邻的预制混凝土构件。The present invention aims to solve at least one of the technical problems existing in the prior art. The invention provides a connector, an end plate of a precast concrete member and a method of using the same, which can connect adjacent precast concrete members from the inside.
本发明提供了预制混凝土构件的连接件,包括内连接扣件、螺栓和螺帽,所述内连接扣件位于预制混凝土构件的内侧并用于连接相邻预制混凝土构件的端板,所述内连接扣件上设置有通孔,所述螺栓的尾部从内侧至外侧依次横向穿过所述通孔和端板并所述螺帽连接以固定所述内连接扣件。The present invention provides a connector of a precast concrete member, comprising an inner connection fastener, a bolt and a nut, the inner connection fastener is located on the inner side of the precast concrete member and used for connecting the end plates of adjacent precast concrete members, the inner connection The fastener is provided with a through hole, and the tail portion of the bolt transversely passes through the through hole and the end plate in sequence from the inner side to the outer side, and is connected with the nut to fix the inner connection fastener.
根据本发明的一些实施例,所述内连接扣件设置有卡接槽,所述卡接槽用于箍住相邻预制混凝土构件的端板。According to some embodiments of the present invention, the inner connecting fastener is provided with a clamping groove, and the clamping groove is used to clamp the end plates of the adjacent precast concrete members.
根据本发明的一些实施例,所述卡接槽的上下两端设置有引导面。According to some embodiments of the present invention, guide surfaces are provided at the upper and lower ends of the engaging groove.
根据本发明的一些实施例,所述引导面为平面,所述引导面与水平方向的夹角为α,α的范围为20°-30°。According to some embodiments of the present invention, the guide surface is a plane, and the included angle between the guide surface and the horizontal direction is α, and the range of α is 20°-30°.
根据本发明的一些实施例,所述螺栓包括靠近头部的非螺纹段和靠近尾部的螺纹段,所述通孔的形状与所述非螺纹段的形状相适配。According to some embodiments of the present invention, the bolt includes a non-threaded section near the head and a threaded section near the tail, and the shape of the through hole is adapted to the shape of the non-threaded section.
根据本发明的一些实施例,所述非螺纹段的形状为方形。According to some embodiments of the present invention, the shape of the non-threaded segment is square.
根据本发明的一些实施例,所述预制混凝土构件的外侧设置有加强连接强度的外连接扣件。According to some embodiments of the present invention, the outer side of the precast concrete member is provided with external connection fasteners to enhance connection strength.
本发明还提供了预制混凝土构件的端板,包括端板主体,所述端板主体上设置有凹槽。端板主体用于与上述的预制混凝土构件的连接件连接。The present invention also provides an end plate of a prefabricated concrete member, comprising an end plate main body, and a groove is provided on the end plate main body. The main body of the end plate is used for connecting with the connector of the above-mentioned precast concrete member.
本发明还提供了预制混凝土构件的连接件及端板的使用方法,包括以下步骤;The present invention also provides a method for using the connector of the precast concrete member and the end plate, comprising the following steps;
S01:将所述螺栓的尾部从所述通孔穿过,使所述螺栓的头部贴近所述内连接扣件;S01: Pass the tail of the bolt through the through hole, so that the head of the bolt is close to the inner connecting fastener;
S02:将所述螺栓放置在端板的凹槽内,所述内连接扣件悬空且在上方的预制混凝土构件下落时,保证所述内连接扣件与上方正在下落的预制混凝土构件的端板不发生干涉;S02: Place the bolts in the grooves of the end plates, and when the inner connecting fasteners are suspended and the precast concrete members above fall, ensure that the inner connecting fasteners are connected to the end plates of the falling precast concrete members above. no interference;
S03:将上方的预制混凝土构件下落,使上方的预制混凝土构件的端板与下方的预制混凝土构件的端板紧贴;S03: drop the upper precast concrete member, so that the end plate of the upper precast concrete member is in close contact with the end plate of the lower precast concrete member;
S04:在预制混凝土构件的外侧拉动螺栓,使所述内连接扣件箍住上方的预制混凝土构件的端板和下方的预制混凝土构件的端板;S04: Pull the bolt on the outer side of the precast concrete member, so that the inner connecting fastener hoops the end plate of the precast concrete member above and the end plate of the precast concrete member below;
S05:在预制混凝土构件的外侧将所述螺帽拧入所述螺栓的尾部,使所述螺帽紧贴预制混凝土构件的外侧壁。S05: Screw the nut into the tail of the bolt on the outer side of the precast concrete member, so that the nut is tightly attached to the outer side wall of the precast concrete member.
根据本发明的一些实施例,在S05步骤中,将所述螺帽拧入所述螺栓的尾部前,在所述螺栓的尾部装入所述外连接扣件,使外连接扣件紧贴预制混凝土构件的外侧壁,再拧紧螺帽,使所述螺帽紧贴所述外连接扣件。According to some embodiments of the present invention, in step S05, before the nut is screwed into the tail of the bolt, the outer connection fastener is installed at the tail of the bolt, so that the outer connection fastener is in close contact with the prefabricated fastener. the outer side wall of the concrete member, and then tighten the nut to make the nut close to the outer connecting fastener.
本发明至少具有如下技术效果:The present invention has at least the following technical effects:
1.本发明实施例的预制混凝土构件的连接件,包括内连接扣件、螺栓和螺帽,可以从内侧对预制混凝土构件进行连接,克服了因空间不足而无法从内侧对预制混凝土构件进行连接的技术障碍。1. The connector of the precast concrete member according to the embodiment of the present invention includes inner connecting fasteners, bolts and nuts, which can connect the precast concrete members from the inside, overcoming the inability to connect the precast concrete members from the inside due to insufficient space. technical barriers.
2.本发明实施例的预制混凝土构件的连接件,螺栓包括靠近头部的非螺纹段和靠近尾部的螺纹段,非螺纹段与通孔配合限位螺栓,防止螺栓转动,螺纹段用于与螺帽连接以固定内连接扣件,方便连接。2. The connector of the precast concrete component of the embodiment of the present invention, the bolt includes a non-threaded section near the head and a threaded section near the tail, the non-threaded section and the through hole cooperate with the limit bolt to prevent the bolt from rotating, and the threaded section is used for The nut is connected to fix the inner connection fastener for easy connection.
附图说明Description of drawings
图1为本发明一种实施例的连接件示意图;1 is a schematic diagram of a connector according to an embodiment of the present invention;
图2为本发明一种实施例的内连接扣件的正面示意图;2 is a schematic front view of an inner connecting fastener according to an embodiment of the present invention;
图3为本发明一种实施例的端板示意图;3 is a schematic diagram of an end plate according to an embodiment of the present invention;
图4为本发明一种实施例的连接件连接相邻预制混凝土构件前状态示意图;FIG. 4 is a schematic diagram of the state before the connector is connected to the adjacent precast concrete members according to an embodiment of the present invention;
图5为本发明一种实施例的连接件连接相邻预制混凝土构件后状态示意图;FIG. 5 is a schematic diagram of the state of the connector after connecting adjacent precast concrete members according to an embodiment of the present invention;
图6为本发明一种实施例的增加外连接扣件时连接件连接相邻预制混凝土构件前状态示意图;6 is a schematic diagram of the state before the connector is connected to the adjacent precast concrete members when the external connection fastener is added according to an embodiment of the present invention;
图7为本发明一种实施例的增加外连接扣件时连接件连接相邻预制混凝土构件后状态示意图。FIG. 7 is a schematic diagram of the state after the connector is connected to the adjacent precast concrete members when an external connection fastener is added according to an embodiment of the present invention.
附图标记:内连接扣件100,通孔110,卡接槽120,引导面121,螺栓200,非螺纹段210,螺纹段220,螺帽300,外连接扣件400,端板主体500,凹槽510。Reference numerals:
具体实施方式Detailed ways
本发明提供以下参照附图的描述来帮助全面理解如权利要求及其等同物所限定的本公开的各种实施例。描述包括各种具体细节以帮助理解,但这些细节应被视为只是示范性的。因此,本领域普通技术人员将会认识到,在不脱离本公开的范围和精神的情况下,能够对本文描述的各种实施例进行各种改变和修改。此外,为了清楚和简明,可省略对公知的功能和构造的描述。The following description with reference to the accompanying drawings is provided to assist in a comprehensive understanding of various embodiments of the present disclosure as defined by the claims and their equivalents. The description includes various specific details to aid in understanding, but these should be regarded as exemplary only. Accordingly, those of ordinary skill in the art will recognize that various changes and modifications of the various embodiments described herein can be made without departing from the scope and spirit of the present disclosure. Also, descriptions of well-known functions and constructions may be omitted for clarity and conciseness.
在以下描述和权利要求中使用的术语和字词不受限于字面含义,而只是被发明人用来使得能够对于本公开有清楚且一致的理解。因此,本领域技术人员应当清楚,提供以下对本公开的各种实施例的描述只是为了说明,而不是为了限制如所附权利要求及其等同物所限定的本公开。The terms and words used in the following description and claims are not limited to the bibliographical meanings, but, are merely used by the inventor to enable a clear and consistent understanding of the present disclosure. Accordingly, it should be apparent to those skilled in the art that the following description of various embodiments of the present disclosure is provided for illustration only and not for the purpose of limiting the present disclosure as defined by the appended claims and their equivalents.
要理解,单数形式“一”包括复数指代,除非上下文明确地另有规定。从而,例如,对“一组件表面”的提及包括对一个或多个这样的表面的提及。It is to be understood that the singular form "a" includes the plural reference unless the context clearly dictates otherwise. Thus, for example, reference to "a component surface" includes reference to one or more of such surfaces.
本公开的各种实施例中使用的术语“具有”、“可具有”、“包括”或“可包括”指示公开的相应功能、操作、元素等等的存在,但不限制额外的一个或多个功能、操作、元素等等。The terms "have", "may have", "include" or "may include" as used in various embodiments of the present disclosure indicate the presence of the corresponding disclosed function, operation, element, etc., but do not limit additional one or more functions, actions, elements, etc.
此外,应当理解,本公开的各种实施例中使用的术语“包括”或“具有”是要指示说明书中描述的特征、数字、操作、元素、部件或者其组合的存在,但并不排除一个或多个其他特征、数字、操作、元素、部件或其组合的存在或添加。Furthermore, it should be understood that the terms "comprising" or "having" used in various embodiments of the present disclosure are intended to indicate the presence of features, numbers, operations, elements, components or combinations thereof described in the specification, but do not exclude a or the presence or addition of multiple other features, numbers, operations, elements, components, or combinations thereof.
本发明所指的预制混凝土构件至少包括圆形管桩、方桩、竹节桩、板桩、六边形桩及各类异形桩等。The prefabricated concrete components referred to in the present invention at least include circular pipe piles, square piles, bamboo joint piles, sheet piles, hexagonal piles and various special-shaped piles and the like.
如图1和图2所示,本发明提供了预制混凝土构件的连接件,包括内连接扣件100、螺栓200和螺帽300,内连接扣件100位于预制混凝土构件的内侧并用于连接相邻预制混凝土构件的端板,内连接扣件100上设置有通孔110,螺栓200的尾部从内侧至外侧依次横向穿过通孔110和端板并与螺帽300连接以固定内连接扣件100。本发明所指的连接件可以从内侧对预制混凝土构件进行连接,克服了因空间不足而无法从内侧对预制混凝土构件进行连接的技术障碍。As shown in FIG. 1 and FIG. 2 , the present invention provides a connector for a precast concrete member, including an
在某些实施方式中,内连接扣件100设置有卡接槽120,卡接槽120用于箍住相邻预制混凝土构件的端板。上方的预制混凝土构件的端板和下方的预制混凝土构件的端板均卡入卡接槽120内。In some embodiments, the inner connecting
为了方便上方的预制混凝土构件的端板和下方的预制混凝土构件的端板均卡入卡接槽120内,卡接槽120的上下两端设置有引导面121。引导面121可以是平面或者是规则的弧面,优选地,引导面121为平面,引导面121与水平方向的夹角为α,α的范围为20°-30°。具体的值可以是20°、23°、25°、28°或30°等。In order to facilitate both the end plate of the precast concrete member above and the end plate of the precast concrete member below be clamped into the
在某些实施方式中,螺栓200包括靠近头部的非螺纹段210和靠近尾部的螺纹段220,通孔110的形状与非螺纹段210的形状相适配。非螺纹段210与通孔110配合限位螺栓200,防止螺栓200转动,非螺纹段210的形状可以是正多边形、矩形或异形。优选地,非螺纹段210为方形。螺纹段220用于与螺帽300连接以固定内连接扣件100。In certain embodiments, the
为了增加上方的预制混凝土构件的端板和下方的预制混凝土构件的端板的连接强度,在某些实施方式中,预制混凝土构件的外侧设置有加强连接强度的外连接扣件400。In order to increase the connection strength of the upper end plate of the precast concrete member and the end plate of the lower precast concrete member, in some embodiments, the outer side of the precast concrete member is provided with an
如图3所示,本发明还提供了预制混凝土构件的端板,预制混凝土构件的端板与上述的预制混凝土构件的连接件结合使用,包括端板主体500,端板主体500上设置有凹槽510。凹槽510贯穿端板主体500,凹槽510的数量可以是2-8个,凹槽510在端板主体500上呈圆形阵列分布。具体使用时,可以是上方的预制混凝土构件和下方的预制混凝土构件其中一个采用带有凹槽510的端板,另一个采用正常的端板;或者上方的预制混凝土构件和下方的预制混凝土构件均采用带有凹槽510的端板,当采用第二方式时,凹槽510的高度应为非螺纹段210高度的一半。As shown in FIG. 3 , the present invention also provides an end plate of a precast concrete member. The end plate of the precast concrete member is used in combination with the above-mentioned connector of the precast concrete member, and includes an end plate
另外,凹槽510也可以用横向贯穿端板主体500的通孔来代替,只要保证螺栓200可以顺利穿过端板主体500与螺帽300连接即可;具体地,通孔或凹槽510的形状可以是圆形、方形或其它形状。In addition, the
如图4-图7所示,本发明还提供了预制混凝土构件的连接件及端板的使用方法,包括以下步骤;As shown in FIGS. 4-7 , the present invention also provides a method for using the connector and the end plate of the precast concrete member, including the following steps;
S01:将螺栓200的尾部从通孔110穿过,使螺栓200的头部贴近内连接扣件100;S01: Pass the tail of the
S02:将螺栓200放置在端板的凹槽510内,内连接扣件100悬空且在上方的预制混凝土构件下落时,保证内连接扣件100与上方正在下落的预制混凝土构件的端板不发生干涉;S02: Place the
S03:将上方的预制混凝土构件下落,使上方的预制混凝土构件的端板与下方的预制混凝土构件的端板紧贴;S03: drop the upper precast concrete member, so that the end plate of the upper precast concrete member is in close contact with the end plate of the lower precast concrete member;
S04:在预制混凝土构件的外侧拉动螺栓,使内连接扣件100箍住上方的预制混凝土构件的端板和下方的预制混凝土构件的端板;S04: Pull the bolt on the outer side of the precast concrete member, so that the inner connecting
S05:在预制混凝土构件的外侧将螺帽300拧入螺栓200的尾部,使螺帽300紧贴预制混凝土构件的外侧壁。S05: Screw the
为了进一步增强上方的预制混凝土构件的端板和下方的预制混凝土构件的端板的连接强度以及为了使预制混凝土构件连接后内外两侧的受力更均衡;当端板侧壁与混凝土侧壁平齐时可以在预制混凝土构件的外侧对端板进行焊接。而当端板侧壁凸出于混凝土侧壁时,可以在S05步骤中,将螺帽300拧入螺栓200的尾部前,在螺栓200的尾部装入外连接扣件400,外连接扣件400上的孔可以是圆形通孔,使外连接扣件400可以顺利从螺栓200的尾部装入并紧贴预制混凝土构件的外侧壁,再拧紧螺帽300,使螺帽300紧贴外连接扣件400。In order to further enhance the connection strength of the end plate of the precast concrete member above and the end plate of the precast concrete member below and to make the force on both sides of the inner and outer sides more balanced after the precast concrete members are connected; At the same time, the end plate can be welded on the outside of the precast concrete element. When the side wall of the end plate protrudes from the concrete side wall, in step S05, before screwing the
以上内容是结合具体的实施方式对本发明所作的进一步详细说明,不能认定本发明的具体实施只局限于这些说明。对于本发明所属技术领域的普通技术人员来说,在不脱离本发明构思的前提下,还可以做出若干简单推演或替换。The above content is a further detailed description of the present invention in conjunction with specific embodiments, and it cannot be considered that the specific implementation of the present invention is limited to these descriptions. For those skilled in the art to which the present invention pertains, some simple deductions or substitutions can be made without departing from the concept of the present invention.
Claims (10)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN202210648237.5A CN114837309A (en) | 2022-06-08 | 2022-06-08 | Connector, end plate of precast concrete member and method of use |
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Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20140096872A (en) * | 2013-01-29 | 2014-08-06 | 김병철 | Serial connection apparatus of pile |
CN104540999A (en) * | 2013-08-21 | 2015-04-22 | 王志财 | End plate applied to concrete pile |
KR20150110336A (en) * | 2014-03-21 | 2015-10-02 | 주식회사 파일웍스 | Concrete pile connection apparatus and method |
CN213204191U (en) * | 2020-07-14 | 2021-05-14 | 陈芳斌 | Mechanical connection structure, end plate and prefabricated concrete member connecting device |
CN217630503U (en) * | 2022-06-08 | 2022-10-21 | 广东三和管桩股份有限公司 | Connecting piece of precast concrete member |
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- 2022-06-08 CN CN202210648237.5A patent/CN114837309A/en active Pending
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20140096872A (en) * | 2013-01-29 | 2014-08-06 | 김병철 | Serial connection apparatus of pile |
CN104540999A (en) * | 2013-08-21 | 2015-04-22 | 王志财 | End plate applied to concrete pile |
KR20150110336A (en) * | 2014-03-21 | 2015-10-02 | 주식회사 파일웍스 | Concrete pile connection apparatus and method |
CN213204191U (en) * | 2020-07-14 | 2021-05-14 | 陈芳斌 | Mechanical connection structure, end plate and prefabricated concrete member connecting device |
CN217630503U (en) * | 2022-06-08 | 2022-10-21 | 广东三和管桩股份有限公司 | Connecting piece of precast concrete member |
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