CN114960658A - Concrete cut-off wall joint pipe interfacing apparatus - Google Patents
Concrete cut-off wall joint pipe interfacing apparatus Download PDFInfo
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- CN114960658A CN114960658A CN202210697742.9A CN202210697742A CN114960658A CN 114960658 A CN114960658 A CN 114960658A CN 202210697742 A CN202210697742 A CN 202210697742A CN 114960658 A CN114960658 A CN 114960658A
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D15/00—Handling building or like materials for hydraulic engineering or foundations
- E02D15/02—Handling of bulk concrete specially for foundation or hydraulic engineering purposes
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G15/00—Forms or shutterings for making openings, cavities, slits, or channels
- E04G15/06—Forms or shutterings for making openings, cavities, slits, or channels for cavities or channels in walls of floors, e.g. for making chimneys
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/20—Hydro energy
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Abstract
Description
技术领域technical field
本发明涉及建筑施工技术领域,尤其涉及一种混凝土防渗墙接头管对接装置。The invention relates to the technical field of building construction, in particular to a joint-pipe docking device for a concrete seepage-proof wall.
背景技术Background technique
目前,随着我国建筑市场的蓬勃发展,在地铁、房建等大型深基工程中越来越广泛地采用地下连续墙作为维护结构。地下连续墙是由许多墙段拼组而成,为保持墙段之间连续施工,接头采用接头管工艺,即在灌注槽段混凝土前,在槽段的端部预插一根直径和槽宽相等的接头管,待混凝土初凝后将接头管通过拔管机徐徐拔出,使混凝土端部形成半凹榫状接状。然后下幅地墙钢筋笼的凸口放下衔接,然后浇筑混凝土,使两幅地墙形成一个整体。At present, with the vigorous development of my country's construction market, underground diaphragm walls are more and more widely used as maintenance structures in large-scale deep foundation projects such as subways and housing construction. The underground diaphragm wall is composed of many wall sections. In order to maintain the continuous construction between the wall sections, the joint adopts the joint pipe process, that is, before pouring the concrete in the groove section, a diameter and groove width are pre-inserted at the end of the groove section. For the same joint pipe, after the concrete is initially set, the joint pipe is slowly pulled out by the extubation machine, so that the end of the concrete forms a semi-recessed tenon shape. Then the protruding opening of the reinforcement cage of the lower floor wall is put down and connected, and then concrete is poured to make the two floor walls form a whole.
以上是传统的施工方法,有一定缺点,首先传统的接头管长度固定,在深基坑深度不一致时,必须更换合适长度的接头管,而且接头管的长度较长,对接头管的安放和运输都受到较大的限制;其次是拔管时,随着接头管被拔高,容易发生倾倒,存在一定安全隐患。The above is the traditional construction method, which has certain shortcomings. First, the length of the traditional joint pipe is fixed. When the depth of the deep foundation pit is inconsistent, the joint pipe of appropriate length must be replaced. Moreover, the length of the joint pipe is long, which is very difficult for the placement and transportation of the joint pipe. Both are subject to greater restrictions; secondly, when the tube is pulled out, as the joint tube is pulled up, it is prone to dumping, and there is a certain safety hazard.
发明内容SUMMARY OF THE INVENTION
本发明要解决的技术问题是传统的接头管长度固定,在深基坑深度不一致时,必须更换合适长度的接头管,而且接头管的长度较长,对接头管的安放和运输都受到较大的限制;其次是拔管时,随着接头管被拔高,容易发生倾倒,存在一定安全隐患。The technical problem to be solved by the present invention is that the length of the traditional joint pipe is fixed. When the depth of the deep foundation pit is inconsistent, the joint pipe of suitable length must be replaced. Moreover, the length of the joint pipe is long, and the placement and transportation of the joint pipe are greatly affected. The second is when the tube is pulled out, as the joint tube is pulled up, it is prone to dumping, and there is a certain safety hazard.
为解决上述技术问题,本发明提供了一种混凝土防渗墙接头管对接装置,包括多个接头管管体、底座以及连接装置,两所述接头管管体之间通过所述连接装置进行连接,位于最下方的所述接头管管体的底部设置有所述底座;所述连接装置包括连接室和连接销,所述连接室位于所述接头管管体两端,且嵌设于所述接头管管体内,所述连接销分别连接两所述接头管管体的所述连接室。In order to solve the above technical problems, the present invention provides a joint pipe docking device for a concrete seepage wall, which includes a plurality of joint pipe bodies, a base and a connecting device, and the two joint pipe bodies are connected by the connecting device. , the bottom of the joint pipe body located at the bottom is provided with the base; the connecting device includes a connecting chamber and a connecting pin, the connecting chamber is located at both ends of the joint pipe body, and is embedded in the In the joint pipe body, the connecting pins are respectively connected to the connecting chambers of the two joint pipe bodies.
进一步地,所述连接销包括连杆、第一端头和第二端头,所述第一端头和所述第二端头由所述连杆连接。Further, the connecting pin includes a connecting rod, a first end head and a second end head, and the first end head and the second end head are connected by the connecting rod.
进一步地,所述第一端头的端面形状与所述第二端头的端面形状不同。Further, the shape of the end face of the first end head is different from the shape of the end face of the second end head.
进一步地,所述第一端头的端面形状为圆形,所述第二端头的端面形状为圆形通过与所述连杆相切的两平行直线切割的形成。Further, the shape of the end face of the first end head is a circle, and the shape of the end face of the second end head is a circle formed by cutting two parallel lines tangent to the connecting rod.
进一步地,所述第一端头的端面形状与所述第二端头的端面形状相同,且不为圆形。Further, the shape of the end face of the first end head is the same as the shape of the end face of the second end head, and is not circular.
进一步地,所述第一端头和所述第二端头的端面形状均为圆形通过与所述连杆相切的两平行直线切割的形成。Further, the end face shapes of the first end head and the second end head are both circular and formed by cutting two parallel lines tangent to the connecting rod.
进一步地,所述连接室为空腔结构,且设有操作口,所述操作口的尺寸大于所述连接销的外轮廓。Further, the connection chamber has a cavity structure and is provided with an operation port, and the size of the operation port is larger than the outer contour of the connection pin.
进一步地,两所述连接室对应位置设置有与所述第一端头的端面形状相匹配的通孔。Further, corresponding positions of the two connection chambers are provided with through holes matching the shape of the end face of the first end head.
进一步地,所述底座上设置有连接板,所述连接板上设置有卡槽,所述底座通过所述卡槽扣合所述接头管管体的环形筋板并与所述接头管管体进行连接。Further, the base is provided with a connecting plate, and the connecting plate is provided with a clamping groove, and the base is buckled with the annular rib of the joint pipe body through the clamping groove and is connected with the joint pipe body. to connect.
进一步地,所述底座上设置有通气孔,所述通气孔由活门进行遮挡,所述活门可向外开合,并通过弹性件保持常闭状态。Further, the base is provided with a ventilation hole, the ventilation hole is blocked by a shutter, the shutter can be opened and closed outwards, and is kept in a normally closed state by an elastic member.
本发明的上述技术方案具有如下优点:由于多个所述接头管管体通过所述连接装置进行连接,实现了所述接头管管体的可拆卸性,尤其是在采用了连接室和连接销的连接方式,可快速实现对所述接头管管体的连接或拆卸,提高了便捷性。The above technical solution of the present invention has the following advantages: since a plurality of the joint pipe bodies are connected by the connecting device, the detachability of the joint pipe bodies is realized, especially when a connecting chamber and a connecting pin are used. The connection method can quickly realize the connection or disassembly of the joint pipe body, which improves the convenience.
可根据深基坑深度确定对应数量的所述接头管管体进行连接,提高了接头管的适用性,而且单个所述接头管管体的安放和运输相对于固定长度的接头管更加方便;同时在拔管时,随着拔管进程,可以逐一拆解被拔上来的所述接头管管体,从而降低了因接头管过高而带来的安全隐患。The corresponding number of the joint pipe bodies can be determined according to the depth of the deep foundation pit for connection, which improves the applicability of the joint pipe, and the placement and transportation of a single joint pipe body is more convenient than the fixed length joint pipe; at the same time; During extubation, along with the extubation process, the drawn joint pipe body can be disassembled one by one, thereby reducing the potential safety hazard caused by the high joint pipe.
附图说明Description of drawings
图1为本发明一种混凝土防渗墙接头管对接装置的结构示意图;Fig. 1 is the structural representation of a kind of concrete anti-seepage wall joint pipe docking device of the present invention;
图2为图1的A-A剖视示意图;Fig. 2 is the A-A sectional schematic diagram of Fig. 1;
图3为一些实施例的连接销立体示意图;FIG. 3 is a three-dimensional schematic diagram of a connecting pin of some embodiments;
图4为另一些实施例的连接销立体示意图;FIG. 4 is a three-dimensional schematic diagram of connecting pins of other embodiments;
图5为图1的B-B剖视示意图;Fig. 5 is the B-B sectional schematic diagram of Fig. 1;
图6为图5的C-C剖视示意图;Fig. 6 is the C-C sectional schematic diagram of Fig. 5;
图中:1、接头管管体;2、底座;3、连接室;4、连接销;40、连杆;41、第一端头;42、第二端头;30、操作口;31、通孔;20、连接板;21、卡槽;10、环形筋板;22、通气孔;23、活门;5、弹性件。In the figure: 1. Joint pipe body; 2. Base; 3. Connecting chamber; 4. Connecting pin; 40. Connecting rod; 41. The first end; 42. The second end; through hole; 20, connecting plate; 21, card slot; 10, annular rib plate; 22, ventilation hole; 23, valve; 5, elastic piece.
具体实施方式Detailed ways
下面结合附图和实施例,对本发明的具体实施方式作进一步详细描述。以下实施例用于说明本发明,但不用来限制本发明的范围。The specific embodiments of the present invention will be described in further detail below with reference to the accompanying drawings and embodiments. The following examples are intended to illustrate the present invention, but not to limit the scope of the present invention.
本发明的描述中,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发明和简化描述,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发明的限制。此外,术语“第一”、“第二”仅用于描述目的,而不能理解为指示或暗示相对重要性。In the description of the present invention, it should be understood that the terms "center", "portrait", "horizontal", "top", "bottom", "front", "rear", "left", "right", "vertical" The orientation or positional relationship indicated by "straight", "horizontal", "top", "bottom", "inside", "outside", etc. is based on the orientation or positional relationship shown in the drawings, and is only for the convenience of describing the present invention and simplifying the description , rather than indicating or implying that the indicated device or element must have a particular orientation, be constructed and operate in a particular orientation, and therefore should not be construed as limiting the invention. Furthermore, the terms "first" and "second" are used for descriptive purposes only and should not be construed to indicate or imply relative importance.
在本发明的描述中,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,可以具体情况理解上述术语在本发明中的具体含义。In the description of the present invention, it should be noted that the terms "installed", "connected" and "connected" should be understood in a broad sense, unless otherwise expressly specified and limited, for example, it may be a fixed connection or a detachable connection Connection, or integral connection; can be mechanical connection, can also be electrical connection; can be directly connected, can also be indirectly connected through an intermediate medium, can be internal communication between two elements. For those of ordinary skill in the art, the specific meanings of the above terms in the present invention can be understood in specific situations.
请参考图1,实施例中提供了一种混凝土防渗墙接头管对接装置,包括多个接头管管体1、底座2以及连接装置。两所述接头管管体1之间通过所述连接装置进行连接,可根据深基坑深度确定需要的所述接头管的数量,相对于固定长度的接头管来说,提高了接头管的适用性,而且单个所述接头管管体1的安放和运输也相对于固定长度的接头管更加方便。在位于最下方的所述接头管管体1的底部设置有所述底座2,所述底座2可防止在浇筑时混凝土进入所述接头管管体1内,堵塞所述接头管管体1。Referring to FIG. 1 , an embodiment provides a joint pipe docking device for a concrete seepage prevention wall, which includes a plurality of joint
其中,所述连接装置包括连接室3和连接销4,所述连接室3位于所述接头管管体1两端,且嵌设于所述接头管管体1内,不凸出所述接头管管体1的安装形式,能保持所述接头管管体1的外表面整体一致性,避免在拔管过程中形成运动干涉。所述连接销4分别连接两所述接头管管体1的所述连接室3,使两所述接头管管体1通过所述连接销4连接在一起,所述连接销4与所述连接室3的连接方式相对于螺栓连接,安装和拆卸过程更加方便,使用更加快捷高效;同时相对于横向设置的插销,插销插入销孔后,由于采用过盈配合,需要从插入插销的反方向将插销顶出,而管类件,又无法采用这样的操作,给拆卸带来了不便。因此采用所述连接室3和所述连接销4的连接方式,是对所述接头管管体1的应用场景,以及可操作性的考虑而研发设计的。在拔管时,随着拔管进程,可以很方便的逐一拆解被拔上来的所述接头管管体1,从而降低了因接头管过高而带来的安全隐患。The connecting device includes a connecting
请参考图3或图4,在一些实施例中,所述连接销4包括连杆40、第一端头41和第二端头42,所述第一端头41和所述第二端头42分别进入两所述接头管管体1的所述连接室3,并与所述连接室3进行连接,所述第一端头41和所述第二端头42由所述连杆40连接,通过所述连杆40将两所述接头管管体1连接在一起。Please refer to FIG. 3 or FIG. 4 , in some embodiments, the connecting
请参考图3,在一些实施例中,所述第一端头41的端面形状与所述第二端头42的端面形状不同。所述第一端头41的端面形状可以为椭圆形、多边形等,所述第二端头42的端面形状可以为椭圆形、多边形等。例如所述第一端头41的端面形状为圆形,能够增加与所述连接室3的接触面积,所述第二端头42的端面形状为圆形通过与所述连杆40相切的两平行直线切割的形成,不但制造方便,而且也能够避免在承受拉力时,应力的集中。Referring to FIG. 3 , in some embodiments, the shape of the end surface of the
请参考图4,在一些实施例中,所述第一端头41的端面形状与所述第二端头42的端面形状相同,且不为圆形,所述第一端头41的端面形状和所述第二端头42的端面形状可以为椭圆形、多边形等,其中所述第一端头41的端面在所述第二端头42的端面上的投影大致相互重合。例如所述第一端头41和所述第二端头42的端面形状均为圆形通过与所述连杆40相切的两平行直线切割的形成,不但制造方便,而且也能够避免在承受拉力时,应力的集中。Referring to FIG. 4 , in some embodiments, the end face shape of the
请参考图2,在一些实施例中,所述连接室3为空腔结构,且设有操作口30,所述操作口30的尺寸大于所述连接销4的外轮廓,便于操作人员通过所述操作口30取放所述连接销4。Referring to FIG. 2 , in some embodiments, the
请参考图2,在一些实施例中,两所述连接室3对应位置设置有与所述第一端头41的端面形状相匹配的通孔31,所述通孔31的内轮廓稍大于所述第一端头41的外轮廓。当需要连接两所述接头管管体1时,通过在其中一所述连接室3放入所述连接销4,所述连接销4的所述第一端头41穿过所述通孔31,到达另一所述连接室3,然后将所述第一端头41旋转一定角度,例如在所述第一端头41的端面形状为圆形通过与所述连杆40相切的两平行直线切割的形成时,可以是将所述第一端头41旋转90°,使所述第一端头41靠近所述连杆40的端面与所述连接室3的内壁相抵接,此时所述第二端头42靠近所述连杆40的端面与另一所述连接室3的内壁相抵接。在上述实施例中,所述第一端头41的端面形状和所述第二端头42的端面形状不同的情况,需要以所述第一端头41进行穿过所述通孔31的操作。如果所述第一端头41的端面形状和所述第二端头42的端面形状相同的情况,则可以任选其中一端头进行穿过所述通孔31的操作,降低了操作的难度。Referring to FIG. 2 , in some embodiments, two connecting
请参考图5和图6,在一些实施例中,所述底座2上设置有连接板20,所述连接板20上设置有卡槽21,所述底座2通过所述卡槽21扣合所述接头管管体1的环形筋板10与所述接头管管体1进行连接。其中所述连接板20包括六块,沿水平轴线对称分布在所述底座2上的不同位置,并与所述环形筋板10连接,连接牢固,所述底座2不易脱落所述接头管管体1。Please refer to FIG. 5 and FIG. 6 , in some embodiments, the
请参考图1和图5,在一些实施例中,所述底座2上设置有通气孔22,所述通气孔22由活门23进行遮挡,所述活门23一端与所述底座2铰接,所述活门23可向外开合,并通过弹性件5保持常闭状态。其中弹性件5可以选用橡胶条,所述橡胶条的一端设置在所述接头管管体1的内壁上,另一端设置在所述活门23上,通过所述橡胶条的弹力收缩拉紧所述活门23保持常闭状态,可防止在浇筑时混凝土进入所述接头管管体1内,堵塞所述接头管管体1。在进行拔管操作时,气体可由所述接头管管体1进入,并由所述活门23涌出到达所述底座2下方来平衡压力,避免底座2下方形成负压,增大拔管的难度。Please refer to FIG. 1 and FIG. 5 , in some embodiments, the
以上所述仅是本发明的优选实施方式,应当指出,对于本技术领域的普通技术人员来说,在不脱离本发明技术原理的前提下,还可以做出若干改进和变型,这些改进和变型也应视为本发明的保护范围。The above are only the preferred embodiments of the present invention. It should be pointed out that for those skilled in the art, without departing from the technical principles of the present invention, several improvements and modifications can also be made. These improvements and modifications It should also be regarded as the protection scope of the present invention.
Claims (10)
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JP2005048583A (en) * | 2003-07-17 | 2005-02-24 | Kubota Corp | Mechanical joint of a longitudinal connection device for piles with means for preventing looseness |
CN102409673A (en) * | 2011-08-18 | 2012-04-11 | 李宏涛 | Elastic pin type quick mechanical joint for connecting prestressed concrete pipe piles |
CN105155545A (en) * | 2014-10-16 | 2015-12-16 | 葛洲坝集团基础工程有限公司 | Method for fixing guide tube by using guide tube fixing device in diaphragm wall slot segment pouring process |
CN205776244U (en) * | 2016-05-19 | 2016-12-07 | 邱树贵 | A kind of concrete continuous stake and continuously piling wall |
CN111042060A (en) * | 2019-12-30 | 2020-04-21 | 中国水电基础局有限公司 | Ultra-deep impervious wall section connecting method |
CN213476854U (en) * | 2020-10-20 | 2021-06-18 | 龙岩佰航投资发展有限公司 | Mechanical quick butt joint plate |
CN217782053U (en) * | 2022-06-20 | 2022-11-11 | 青海大学 | Concrete cut-off wall joint pipe interfacing apparatus |
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JPH08326485A (en) * | 1995-05-30 | 1996-12-10 | Tokyo Electric Power Co Inc:The | Joint structure of precast concrete body, precast concrete body and aligning pin |
JPH10195868A (en) * | 1997-01-13 | 1998-07-28 | Yunitaito Kk | Fastening method for concrete pile, fastening structure and manufacture thereof |
WO2002033177A1 (en) * | 2000-10-11 | 2002-04-25 | Zhaohong Zhong | Quick coupling for reinforced concrete pole |
JP2005048583A (en) * | 2003-07-17 | 2005-02-24 | Kubota Corp | Mechanical joint of a longitudinal connection device for piles with means for preventing looseness |
CN102409673A (en) * | 2011-08-18 | 2012-04-11 | 李宏涛 | Elastic pin type quick mechanical joint for connecting prestressed concrete pipe piles |
CN105155545A (en) * | 2014-10-16 | 2015-12-16 | 葛洲坝集团基础工程有限公司 | Method for fixing guide tube by using guide tube fixing device in diaphragm wall slot segment pouring process |
CN205776244U (en) * | 2016-05-19 | 2016-12-07 | 邱树贵 | A kind of concrete continuous stake and continuously piling wall |
CN111042060A (en) * | 2019-12-30 | 2020-04-21 | 中国水电基础局有限公司 | Ultra-deep impervious wall section connecting method |
CN213476854U (en) * | 2020-10-20 | 2021-06-18 | 龙岩佰航投资发展有限公司 | Mechanical quick butt joint plate |
CN217782053U (en) * | 2022-06-20 | 2022-11-11 | 青海大学 | Concrete cut-off wall joint pipe interfacing apparatus |
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