CN115787514A - Be suitable for continuous variable cross section hydraulic pressure and adjust centre form - Google Patents

Be suitable for continuous variable cross section hydraulic pressure and adjust centre form Download PDF

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Publication number
CN115787514A
CN115787514A CN202211498963.XA CN202211498963A CN115787514A CN 115787514 A CN115787514 A CN 115787514A CN 202211498963 A CN202211498963 A CN 202211498963A CN 115787514 A CN115787514 A CN 115787514A
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hydraulic
mold
section
cross
truss
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张波
何宏盛
张杰胜
王安会
阮仁义
韩军
祖平
廖志良
吴超
董逢春
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China Tiesiju Civil Engineering Group Co Ltd CTCE Group
First Engineering Co Ltd of CTCE Group
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China Tiesiju Civil Engineering Group Co Ltd CTCE Group
First Engineering Co Ltd of CTCE Group
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Abstract

本发明提供一种适用连续变截面液压调节内模,液压内模包括液压骨架和模板;模板包括顶模、侧模、底模,液压骨架设置于模板内部,液压骨架包括多个等距分布的伸缩骨架,伸缩骨架包括横撑、桁架、支腿,两个桁架对应分布于横撑的两端,以随两个桁架的滑动相互远离或者靠近;两个支腿分别铰接在两个桁架相互远离的两端,并关于铰接点沿液压内模的截面旋转,以带动两个侧模向桁架中线旋转。设置沿横撑长度方向移动的桁架,桁架移动带动两侧的顶模或者侧模进行收缩,从而脱离浇注完成后的混凝土,以此实现快速脱模,提高拆卸效率。

Figure 202211498963

The invention provides an internal mold suitable for continuously variable cross-section hydraulic adjustment. The hydraulic internal mold includes a hydraulic skeleton and a template; the template includes a top mold, a side mold, and a bottom mold; the hydraulic skeleton is arranged inside the template; Telescopic skeleton, the telescopic skeleton includes cross braces, trusses, and outriggers. The two trusses are correspondingly distributed at both ends of the cross braces, so as to move away from or approach each other with the sliding of the two trusses; The two ends of the hydraulic inner mold rotate along the section of the hydraulic inner mold with respect to the hinge point to drive the two side molds to rotate to the center line of the truss. Set up a truss that moves along the length of the cross brace. The movement of the truss drives the top form or side form on both sides to shrink, so as to separate from the concrete after pouring, so as to achieve rapid demoulding and improve disassembly efficiency.

Figure 202211498963

Description

一种适用连续变截面液压调节内模A hydraulically adjustable internal mold suitable for continuous variable cross-section

技术领域technical field

本发明属于桥梁建造设备的技术领域,具体涉及一种适用连续变截面液压调节内模。The invention belongs to the technical field of bridge construction equipment, and in particular relates to an internal mold suitable for hydraulic adjustment of continuously variable section.

背景技术Background technique

悬臂浇筑施工,是指在以桥墩为中心的顺桥向两侧,采用专用设备对称平衡地逐段向跨中浇筑混凝土梁体,并逐段施加预应力的施工方法。挂篮造桥机是悬臂法浇筑混凝土梁体时,用于承受梁体自重及施工荷载,能逐段向前移动的专用设备。传统的造桥机在施工过程中,需要设置对应壳体内壁的内模配合挂篮造桥机进行桥梁修建,但现有的内模一般通过模架支撑而成,拆解难度大,影响施工效率。Cantilever pouring construction refers to a construction method in which concrete beams are poured section by section to the mid-span symmetrically and balancedly with special equipment on both sides of the bridge centered on the pier, and prestressed section by section. The hanging basket bridge building machine is a special equipment that is used to bear the weight of the beam body and the construction load when pouring the concrete beam body by the cantilever method, and can move forward section by section. During the construction process of the traditional bridge building machine, it is necessary to set the inner mold corresponding to the inner wall of the shell to cooperate with the hanging basket bridge building machine to build the bridge. However, the existing inner mold is generally supported by the formwork, which is difficult to disassemble and affects the construction. efficiency.

因此,需要提供一种针对上述现有技术不足的改进技术方案。Therefore, it is necessary to provide an improved technical solution for the above-mentioned deficiencies in the prior art.

发明内容Contents of the invention

本发明的目的是克服上述现有技术中的不足,本发明提供一种适用连续变截面液压调节内模。The purpose of the present invention is to overcome the shortcomings in the above-mentioned prior art, and the present invention provides a hydraulically adjustable internal mold suitable for continuously variable cross-section.

为了实现上述目的,本发明提供如下技术方案:In order to achieve the above object, the present invention provides the following technical solutions:

一种适用连续变截面液压调节内模,所述液压内模包括液压骨架和模板;A hydraulically adjustable internal mold suitable for continuously variable cross-section, the hydraulic internal mold includes a hydraulic skeleton and a template;

所述模板包括:The templates include:

顶模,两个所述顶模设置于所述液压内模的顶部,并位于所述液压内模的两侧;A top mold, the two top molds are arranged on the top of the hydraulic inner mold and are located on both sides of the hydraulic inner mold;

侧模,两个所述侧模分别设置于所述液压内模的两侧,并向上延伸至对应的所述顶模;Side molds, the two side molds are respectively arranged on both sides of the hydraulic inner mold, and extend upward to the corresponding top mold;

底模,所述底模设置于所述液压内模的底部,所述底模的两侧分别以可拆卸的方式连接两个所述侧模的底部;A bottom mold, the bottom mold is arranged at the bottom of the hydraulic inner mold, and the two sides of the bottom mold are respectively detachably connected to the bottoms of the two side molds;

所述液压骨架设置于所述模板内部,所述液压骨架包括多个等距分布的伸缩骨架,所述伸缩骨架包括:The hydraulic skeleton is arranged inside the template, and the hydraulic skeleton includes a plurality of equidistantly distributed telescopic skeletons, and the telescopic skeletons include:

横撑;Cross brace;

桁架,两个所述桁架对应分布于所述横撑的两端,并沿所述横撑的长度方向滑动装配,两个所述顶模分别连接在两个所述横撑上,以随两个所述桁架的滑动相互远离或者靠近;Truss, the two trusses are correspondingly distributed at the two ends of the cross brace, and are slidably assembled along the length direction of the cross brace, and the two top molds are respectively connected to the two cross braces to follow the two The sliding of each of the trusses away from or close to each other;

支腿,两个所述支腿分别铰接在两个所述桁架相互远离的两端,并关于所述铰接点沿所述液压内模的截面旋转,以带动两个所述侧模向所述桁架中线旋转。The two outriggers are respectively hinged on the two ends of the two trusses away from each other, and rotate along the section of the hydraulic inner mold with respect to the hinge point, so as to drive the two side molds toward the Truss centerline rotation.

作为优选,两个所述顶模的上方设有补模,所述补模位于两个所述顶模之间,用于遮挡两个所述顶模之间的缝隙。Preferably, a supplementary mold is provided above the two top molds, and the supplementary mold is located between the two top molds to cover the gap between the two top molds.

作为优选,所述伸缩骨架还包括顶杆,所述顶杆设置于所述横撑的中部,顶杆的上方对应顶触所述补模。Preferably, the telescopic frame further includes a push rod, the push rod is arranged in the middle of the cross brace, and the top of the push rod correspondingly pushes against the supplementary mold.

作为优选,所述补模中线处设有向所述顶杆延伸的凸条,所述凸台底部设有对应顶杆的套管。Preferably, a convex line extending toward the ejector pin is provided at the center line of the supplementary mold, and a sleeve corresponding to the ejector pin is provided at the bottom of the boss.

作为优选,横撑上设有对应桁架的滑道,所述桁架滑动装配在所述滑道内;Preferably, a slideway corresponding to the truss is provided on the cross brace, and the truss is slidably fitted in the slideway;

在所述桁架上设有两个第一推杆,两个所述第一推杆分别驱动两个所述桁架沿所述滑道运动。Two first push rods are arranged on the truss, and the two first push rods respectively drive the two trusses to move along the slideway.

作为优选,所述支腿和所述桁架之间铰接有第二推杆。Preferably, a second push rod is hinged between the leg and the truss.

作为优选,所述侧模通过螺栓固定在所述支腿上;Preferably, the side form is fixed on the leg by bolts;

所述顶模通过螺栓固定在所述桁架上。The top form is fixed on the truss by bolts.

作为优选,所述横撑的两侧下方设有支撑轨,所述支撑轨为工字钢,支撑轨的一端锚固在已浇筑桥梁的内腔顶面,另一端固定在造桥机上;As a preference, support rails are provided under both sides of the cross brace, the support rails are I-shaped steel, one end of the support rail is anchored on the top surface of the inner cavity of the cast bridge, and the other end is fixed on the bridge building machine;

横撑底部设有两个分别伸向所述支撑轨侧部的支撑轮,在所述支撑轨上方设置有第三推杆,所述第三推杆正对所述横撑的底面。The bottom of the cross brace is provided with two support wheels extending towards the sides of the support rail respectively, and a third push rod is arranged above the support rail, and the third push rod is facing the bottom surface of the cross brace.

作为优选,任意相邻的两个所述伸缩骨架之间通过连接杆固定,所述连接杆通过螺栓固定在所述横撑上。Preferably, any two adjacent telescopic frames are fixed by connecting rods, and the connecting rods are fixed on the cross braces by bolts.

作为优选,侧模底部设有底边为倾斜边的过渡板,所述底模以可拆卸的方式固定在所述过渡板上。Preferably, the bottom of the side form is provided with a transition plate whose bottom edge is an inclined edge, and the bottom form is fixed on the transition plate in a detachable manner.

有益效果:设置沿横撑长度方向移动的桁架,桁架移动带动两侧的顶模或者侧模进行收缩,从而脱离浇注完成后的混凝土,以此实现快速脱模,提高拆卸效率。Beneficial effects: a truss moving along the length direction of the cross brace is provided, and the movement of the truss drives the top form or side form on both sides to shrink, thereby separating from the poured concrete, so as to realize rapid demoulding and improve disassembly efficiency.

附图说明Description of drawings

构成本申请的一部分的说明书附图用来提供对本发明的进一步理解,本发明的示意性实施例及其说明用于解释本发明,并不构成对本发明的不当限定。其中:The accompanying drawings constituting a part of the present application are used to provide a further understanding of the present invention, and the schematic embodiments and descriptions of the present invention are used to explain the present invention, and do not constitute an improper limitation of the present invention. in:

图1为本发明所提供具体实施例中液压内模的结构简图;Fig. 1 is a schematic structural diagram of a hydraulic internal mold in a specific embodiment provided by the present invention;

图2为本发明所提供具体实施例中液压内模的剖视简图;Fig. 2 is a schematic sectional view of a hydraulic internal mold in a specific embodiment provided by the present invention;

图3为本发明所提供具体实施例中液压内模张开的结构简图;Fig. 3 is a schematic diagram of the structure of hydraulic internal mold expansion in the specific embodiment provided by the present invention;

图4为本发明所提供具体实施例中液压内模收缩的结构简图;Fig. 4 is a schematic structural diagram of hydraulic internal mold shrinkage in a specific embodiment provided by the present invention;

图5为本发明所提供具体实施例中补模的结构简图;Fig. 5 is the structural diagram of mending mold in the specific embodiment provided by the present invention;

图6为图1中A处放大示意图。FIG. 6 is an enlarged schematic diagram of point A in FIG. 1 .

图中:1、顶模;2、顶杆;3、第三推杆;4、桁架;5、第一推杆;6、第二推杆;7、支腿;8、侧模;9、支撑轨;10、支撑轮;11、底模;12、前上横梁;13、锚杆;14、过渡板;15、套管;16、补模;17、横撑;18、导板;19、滑套。In the figure: 1. top mold; 2. push rod; 3. third push rod; 4. truss; 5. first push rod; 6. second push rod; 7. outrigger; 8. side form; 9. Support rail; 10, support wheel; 11, bottom mold; 12, front upper beam; 13, anchor rod; 14, transition plate; 15, casing; slip sleeve.

具体实施方式Detailed ways

下面将对本发明实施例中的技术方案进行清楚、完整地描述,显然,所描述的实施例仅仅是本发明的一部分实施例,而不是全部的实施例。基于本发明中的实施例,本领域普通技术人员所获得的所有其他实施例,都属于本发明保护的范围。The technical solutions in the embodiments of the present invention will be clearly and completely described below, obviously, the described embodiments are only some of the embodiments of the present invention, not all of the embodiments. All other embodiments obtained by persons of ordinary skill in the art based on the embodiments of the present invention belong to the protection scope of the present invention.

在本发明的描述中,术语“纵向”、“横向”、“上”、“下”、“前”、“后”、“左”、“右”、“竖直”、“水平”、“顶”、“底”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而不是要求本发明必须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。本发明中使用的术语“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;可以是直接相连,也可以通过中间部件间接相连,对于本领域的普通技术人员而言,可以根据具体情况理解上述术语的具体含义。In the description of the present invention, the terms "longitudinal", "transverse", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", " The orientations or positional relationships indicated by "top", "bottom", etc. are based on the orientations or positional relationships shown in the drawings, and are only for the convenience of describing the present invention and do not require that the present invention must be constructed and operated in a specific orientation, so they cannot be understood as Limitations on the Invention. The terms "connected" and "connected" used in the present invention should be understood in a broad sense, for example, it can be fixedly connected or detachably connected; it can be directly connected or indirectly connected through intermediate parts, for ordinary A skilled person can understand the specific meanings of the above terms according to specific situations.

下面将参考附图并结合实施例来详细说明本发明。需要说明的是,在不冲突的情况下,本发明中的实施例及实施例中的特征可以相互组合。The present invention will be described in detail below with reference to the accompanying drawings and examples. 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.

如图1-6所示,本发明提供一种适用连续变截面液压调节内模,能够快速进行拆装和移动,从而快速进行桥梁节段的浇注施工与转移,在本实施中,液压内模包括液压骨架和模板,其中,模板位于液压骨架的周向,通过液压骨架的支撑使模板保持对应桥梁内腔的形状,以此搭配造桥机吊篮的上设置的外模,形成对应桥梁的模具。As shown in Figures 1-6, the present invention provides a hydraulically adjustable inner mold suitable for continuous variable cross-section, which can be disassembled and moved quickly, so as to quickly carry out pouring construction and transfer of bridge segments. In this implementation, the hydraulic inner mold Including the hydraulic skeleton and formwork, wherein the template is located in the circumferential direction of the hydraulic skeleton, and the formwork is supported by the hydraulic skeleton to maintain the shape of the corresponding bridge inner cavity, so as to match the outer mold set on the bridge-building machine basket to form the corresponding bridge. mold.

其中,模板包括顶模1、侧模8和底模11,两个顶模1设置于液压内模的顶部,并位于液压内模的两侧,以关于液压骨架的中线的两侧进行拼接,侧模8也有两个,两个侧模8分别设置于液压内模的两侧,并向上延伸至对应的顶模1;底模11设置于液压内模的底部,底模11的两侧分别以可拆卸的方式连接两个侧模8的底部,通过顶模1、侧模8和底模11拼接对液压骨架的周向进行拼接封闭;液压骨架设置于模板内部,液压骨架包括多个等距分布的伸缩骨架,伸缩骨架包括横撑17、桁架4和支腿7,横撑17沿桥梁的宽度方向水平分布,两个桁架4对应分布于横撑17的两端,并沿横撑17的长度方向滑动装配,两个顶模1分别连接在两个横撑17上,以随两个桁架的滑动相互远离或者靠近,从而驱动两个顶模1相互远离或者靠近,进而在桥梁宽度方向上进行收缩,从而使内模脱离已凝固混凝土;两个支腿7分别铰接在两个桁架4相互远离的两端,并关于铰接点沿液压内模的截面旋转,在需要进行拆除内模时,将底模11拆除,然后通过支腿7旋转带动两个侧模8向桁架4中线旋转,以此降低内模的纵向高度,可以使顶模1脱离桥梁顶模1。Wherein, the template includes a top mold 1, a side mold 8 and a bottom mold 11, and the two top molds 1 are arranged on the top of the hydraulic inner mold, and are located on both sides of the hydraulic inner mold, so as to splice on both sides of the centerline of the hydraulic skeleton, There are also two side molds 8, and the two side molds 8 are respectively arranged on both sides of the hydraulic inner mold, and extend upward to the corresponding top mold 1; the bottom mold 11 is arranged on the bottom of the hydraulic inner mold, and the two sides of the bottom mold 11 are respectively The bottoms of the two side molds 8 are detachably connected, and the circumferential direction of the hydraulic skeleton is spliced and closed by splicing the top mold 1, the side mold 8 and the bottom mold 11; the hydraulic skeleton is arranged inside the formwork, and the hydraulic skeleton includes multiple The telescopic skeleton of distance distribution, the telescopic skeleton comprises cross brace 17, truss 4 and support leg 7, and cross brace 17 distributes horizontally along the width direction of bridge, and two trusses 4 are distributed at the two ends of cross brace 17 correspondingly, and along cross brace 17 The two topforms 1 are respectively connected to the two cross braces 17 to move away from or approach each other with the sliding of the two trusses, thereby driving the two topforms 1 to move away from or approach each other, and then in the bridge width direction Shrink on the top, so that the inner mold is separated from the solidified concrete; the two legs 7 are respectively hinged at the two ends of the two trusses 4 away from each other, and rotate along the section of the hydraulic inner mold with respect to the hinge point, when it is necessary to remove the inner mold , remove the bottom mold 11, and then rotate the two side molds 8 to the centerline of the truss 4 through the rotation of the legs 7, thereby reducing the longitudinal height of the inner mold, so that the top mold 1 can be separated from the bridge top mold 1.

在一可选实施例,两个顶模1的上方设有补模16,补模16位于两个顶模1之间,其下表面贴近两个顶模1的上表面,用于遮挡两个顶模1之间的缝隙,在两个桁架4相互远离时,内模张开,两个顶模1相互远离,二者之间的缝隙变大,设置补模16能够对该缝隙进行封堵,保证正常的浇注需求。In an optional embodiment, a supplementary mold 16 is provided above the two top molds 1, and the supplementary mold 16 is located between the two top molds 1, and its lower surface is close to the upper surfaces of the two top molds 1 for covering the two top molds. The gap between the top molds 1, when the two trusses 4 are far away from each other, the inner mold is opened, the two top molds 1 are far away from each other, the gap between the two becomes larger, and the gap can be blocked by setting the repair mold 16 , to ensure normal pouring requirements.

在本实施中,伸缩骨架还包括顶杆2,顶杆2设置于横撑17的中部,顶杆2的上方对应顶触补模16,顶杆2可以为伸缩杆,例如气缸、液压缸或者螺柱,优选为螺柱,能够通过调节使螺柱高度与补模16适配,能够在自下向上顶出补模16保证浇注过程中补模16不会受力变形;更进一步的,补模16中线处设有向顶杆2延伸的凸条,通过凸条加强补模16的强度,除此之外,在两个顶模1相互靠近时,能够使两个顶模1尽可能的靠近,提高水平方向变形量;凸台底部设有对应顶杆2的套管15,顶杆2可以插接在套管15内,套管15侧部设有穿孔,通过销钉依次穿过套管15和顶杆2,将顶杆2与补模16进行固定。In this implementation, the telescopic skeleton also includes a push rod 2, which is arranged in the middle of the cross brace 17, and the top of the push rod 2 corresponds to the push-contact patching mold 16, and the push rod 2 can be a telescopic rod, such as an air cylinder, a hydraulic cylinder or Studs, preferably studs, can adjust the height of the studs to match the patching mold 16, and can eject the patching mold 16 from bottom to top to ensure that the patching mold 16 will not be deformed by force during the pouring process; Die 16 midline place is provided with the protruding line that extends to ejector pin 2, strengthens the intensity of mending mold 16 by protruding line, in addition, when two top molds 1 are close to each other, can make two top molds 1 as far as possible Get closer to increase the amount of deformation in the horizontal direction; the bottom of the boss is provided with a sleeve 15 corresponding to the ejector rod 2, and the ejector rod 2 can be inserted into the sleeve 15, and the side of the sleeve 15 is provided with perforations, and the pins pass through the sleeve in turn 15 and ejector pin 2, ejector pin 2 and mending mold 16 are fixed.

在一可选实施例中,横撑17上设有对应桁架4的滑道,桁架4滑动装配在滑道内,在本实施例中,横撑17和桁架4可以为工字钢,在横撑17两侧对应向上伸出有导板18形成滑道,导板18在很横撑17长度方向的宽度较窄,并位于横撑17的两端,以对应两个桁架4,在桁架4上设有两个第一推杆5,两个第一推杆5分别驱动两个桁架4沿滑道运动,能够驱动两个桁架4带动顶模1,第一推杆5为液压缸,并对应连接在液压站上,桁架4在纵向上具有一定高度,其上表面为适配桥梁内腔形状的内壁,从而支撑顶模1。在本实施中,在桁架4靠近横撑17中部一端设有滑套19,滑套19对应套接横撑17,且与横撑17截面相适配,可关于横撑的长度方向滑动,能够进一步限定桁架4的移动轨迹。In an optional embodiment, the cross brace 17 is provided with a slideway corresponding to the truss 4, and the truss 4 is slidably fitted in the slideway. In this embodiment, the cross brace 17 and the truss 4 can be I-beams. There are guide plates 18 protruding upward on both sides of 17 to form slideways. The width of the guide plates 18 in the length direction of the cross brace 17 is relatively narrow, and they are located at both ends of the cross brace 17 to correspond to the two trusses 4. On the trusses 4, there are Two first push rods 5, the two first push rods 5 respectively drive the two trusses 4 to move along the slideway, can drive the two trusses 4 to drive the top mold 1, the first push rods 5 are hydraulic cylinders, and are correspondingly connected to the On the hydraulic station, the truss 4 has a certain height in the longitudinal direction, and its upper surface is an inner wall adapted to the shape of the inner cavity of the bridge, thereby supporting the top form 1 . In this implementation, a sliding sleeve 19 is provided at one end of the truss 4 close to the middle of the cross brace 17. The sliding sleeve 19 is correspondingly sleeved on the cross brace 17, and is adapted to the cross section of the cross brace 17. It can slide about the length direction of the cross brace, and can The moving track of the truss 4 is further defined.

在一可选实施例中,支腿7和桁架4之间铰接有第二推杆6,第二推杆6为液压缸,并对应连接在液压站上,第二推杆6的一端铰接在桁架4的下方,另一端铰接在支腿7的内侧,以与支腿7和桁架4形成三角形,进而可快速进行支腿7的驱动。In an optional embodiment, a second push rod 6 is hinged between the leg 7 and the truss 4, the second push rod 6 is a hydraulic cylinder, and is correspondingly connected to the hydraulic station, and one end of the second push rod 6 is hinged on Below the truss 4, the other end is hinged on the inner side of the support leg 7 to form a triangle with the support leg 7 and the truss 4, and then the drive of the support leg 7 can be performed quickly.

在一可选实施例中,支腿7和横架均可以为工字钢或者方钢制成,侧模8通过螺栓固定在支腿7上;顶模1通过螺栓固定在桁架4上。In an optional embodiment, both the legs 7 and the cross frame can be made of I-beam or square steel, the side form 8 is fixed on the leg 7 by bolts; the top form 1 is fixed on the truss 4 by bolts.

在一可选实施例中,横撑17的两侧下方设有支撑轨9,支撑轨9为工字钢,支撑轨9可以对液压骨架进行支撑,具体地,工字钢的一端通过锚杆13或者锚索等锚固在已浇筑桥梁的内腔顶面,另一端固定在造桥机(吊篮的前上横梁12,前上横梁连接造桥机两个主梁的端部)上,以此进行工字钢支撑;横撑17底部设有两个分别伸向工字钢侧部的支撑轮10,支撑轮10通过轮座以可拆卸的方式固定在横撑17上,在工字钢上方设置有第三推杆3,第三推杆3可以为液压缸,对应连接在液压站上,第三推杆3正对横撑17的底面,通过伸缩可以向上顶起液压骨架及内模。In an optional embodiment, support rails 9 are provided under both sides of the cross brace 17, and the support rails 9 are I-shaped steel, which can support the hydraulic frame. Specifically, one end of the I-shaped steel passes through the anchor rod 13 or anchor cables etc. are anchored on the inner cavity top surface of the cast bridge, and the other end is fixed on the bridge building machine (the front upper beam 12 of the hanging basket, the front upper beam connects the ends of the two main girders of the bridge building machine) to This carries out the I-beam support; the bottom of the cross brace 17 is provided with two support wheels 10 extending to the sides of the I-beam respectively, and the support wheels 10 are fixed on the cross brace 17 in a detachable manner through the wheel seat. There is a third push rod 3 on the top, the third push rod 3 can be a hydraulic cylinder, which is correspondingly connected to the hydraulic station, the third push rod 3 is facing the bottom surface of the cross brace 17, and the hydraulic frame and the inner mold can be lifted up by stretching .

在浇注时,根据内模尺寸及桥梁截面进行支撑轨9固定,在固定完成后,将伸缩骨架吊运至支撑轨9上进行组装拼接,然后安装支撑轮10,通过第三推杆3收缩使支撑轮作用在支撑轨9底部的翼板上方,然后将多个伸缩骨架进行对接,任意相邻的两个伸缩骨架之间通过连接杆固定,连接杆通过螺栓固定在横撑17上。在液压骨架对接完成后安装顶模1、侧模8、补模16和底模11,通过第三推杆3向上顶起使内模的高度就位,然后通过第一推杆5向外撑起,使内模完全撑开就位,然后即可进行浇注(第一节段)。During pouring, the support rail 9 is fixed according to the size of the internal mold and the cross section of the bridge. After the fixation is completed, the telescopic skeleton is hoisted to the support rail 9 for assembly and splicing, and then the support wheel 10 is installed, and the third push rod 3 shrinks to make the The support wheel acts on the top of the wing plate at the bottom of the support rail 9, and then a plurality of telescopic skeletons are docked, and any adjacent two telescopic skeletons are fixed by connecting rods, and the connecting rods are fixed on the cross brace 17 by bolts. Install top mold 1, side mold 8, supplementary mold 16 and bottom mold 11 after the hydraulic skeleton butt joint is completed, lift up the height of the inner mold through the third push rod 3, and then push outward through the first push rod 5 Lift up to make the inner mold fully propped in place, and then pouring can be performed (first segment).

浇注完成后,松开前上横梁与支撑轨,驱动造桥机吊篮和前上横梁12同时(图中仅仅简单示出支撑轨与前上横梁的连接关系)向前行进,并将支撑轨9随吊篮行进向前延伸拼装,将支撑轨连接在前上横梁,在液压骨架内部拆除底模11,通过第一推杆5缩回带动两侧内模向内移动,从而侧模8脱模,然后第二推杆6收缩使两侧模8向中旋转,此时侧模8底部与桥梁内腔底面具有一定空隙,第三推杆3收缩,使顶模1及补模16脱模;然后将液压骨架沿支撑轨9向前行进,行进就位后将内模张开,然后底模11进行安装,第三推杆3顶起后即可进行下一节段(第二节段)浇注。After pouring is completed, loosen the front upper beam and the support rail, drive the bridge building machine basket and the front upper beam 12 to move forward simultaneously (only the connection relationship between the support rail and the front upper beam is simply shown in the figure), and the support rail 9 Extend and assemble forward with the hanging basket, connect the support rail to the front upper beam, remove the bottom mold 11 inside the hydraulic skeleton, and drive the inner molds on both sides to move inward through the retraction of the first push rod 5, so that the side molds 8 are released Then the second push rod 6 shrinks to rotate the two side molds 8 to the middle. At this time, there is a certain gap between the bottom of the side mold 8 and the bottom surface of the inner cavity of the bridge, and the third push rod 3 shrinks, so that the top mold 1 and the supplementary mold 16 are demoulded ; Then the hydraulic skeleton is advanced along the support rail 9, and the inner mold is opened after advancing in place, then the bottom mold 11 is installed, and the next section (the second section) can be carried out after the third push rod 3 is jacked up. )pouring.

在进行第二节段浇注的过程中,拆除第一节段处的支撑轨9,并将支撑轨9对应的铆固在第一节段处,相邻两个支撑轨9通过螺栓进行固定,具体的在支撑轨9底部设置工字钢节段,并通过螺栓与两个支撑轨9进行固定即可。During the pouring process of the second section, the support rail 9 at the first section is removed, and the corresponding support rail 9 is riveted at the first section, and the two adjacent support rails 9 are fixed by bolts, Specifically, an I-shaped steel segment is set at the bottom of the support rail 9 and fixed to the two support rails 9 by bolts.

在本实施例中,在混凝土到达预设强度后进行支撑轨延伸拼装,延伸拼装过程中,在支撑轮的作用下,支撑轨松开后支撑轮挡止工字钢的上翼板下表面,从而保证支撑轨不会脱落。In this embodiment, the support rail is extended and assembled after the concrete reaches the preset strength. During the extended assembly process, under the action of the support wheel, the support wheel stops the lower surface of the upper wing of the I-beam after the support rail is released. This ensures that the support rail will not fall off.

在本实施中,针对连续变截面的桥梁施工,侧模8底部设有底边为倾斜边的过渡板14,底模11以可拆卸的方式固定在过渡板14上,在进行浇注过程中,当桥梁底模11倾斜时,安装过渡板14,使内模与桥梁走向适配,在本实施例中,侧模8、底模11和过渡板14对应位置通过螺栓固定,可以快速拆卸,过渡板14底边的倾斜度与桥梁内腔底面的走向角度相适配,在桥梁底模11水平延伸使,可以更换底面不倾斜的过渡板14,或者不设置过渡板14,直接进行底面与侧模8的对接。In this implementation, for the construction of bridges with continuously variable cross-sections, the bottom of the side form 8 is provided with a transition plate 14 whose bottom edge is an inclined edge, and the bottom form 11 is fixed on the transition plate 14 in a detachable manner. During the pouring process, When the bottom formwork 11 of the bridge is tilted, the transition plate 14 is installed so that the inner formwork is adapted to the direction of the bridge. The inclination of the bottom edge of the plate 14 is adapted to the direction angle of the bottom surface of the bridge inner cavity. When the bridge bottom mold 11 extends horizontally, the transition plate 14 with a non-inclined bottom surface can be replaced, or the transition plate 14 is not provided, and the bottom surface and the side surface can be directly connected. Die 8 docking.

在本实施中,支撑轮10对应连接驱动电机,驱动电机能够带动支撑轮10沿支撑轨9的下翼板的上表面进行移动,从而使内模向前行进。In this implementation, the supporting wheel 10 is correspondingly connected with a driving motor, and the driving motor can drive the supporting wheel 10 to move along the upper surface of the lower wing plate of the supporting rail 9, so that the inner mold moves forward.

第一推杆5、第二推杆6、第三推杆3和驱动电机对应连接有控制器,实现自动化控制,能够提高施工的效率。The first push rod 5, the second push rod 6, the third push rod 3 and the driving motor are correspondingly connected with a controller to realize automatic control and improve construction efficiency.

在一实施例中,同一位置设置对应支撑轨9两侧的两个轮座,每个轮座上的支撑轮10有两个,两侧的两支撑轮10分别位于支撑轨9的两侧,另外,为了降低拼装时间,仅仅在位于液压骨架两端的两个横撑17上设置支撑轮10组。In one embodiment, two wheel seats corresponding to both sides of the support rail 9 are arranged at the same position, and there are two support wheels 10 on each wheel seat, and the two support wheels 10 on both sides are respectively located on both sides of the support rail 9, In addition, in order to reduce the assembly time, only two sets of support wheels 10 are provided on the two cross braces 17 located at both ends of the hydraulic framework.

以上所述仅为本发明的较佳实施例而已,并不用以限制本发明,凡在本发明的精神和原则之内,所作的任何修改、等同替换、改进等,均在本发明待批权利要求保护范围之内。The above descriptions are only preferred embodiments of the present invention, and are not intended to limit the present invention. Any modifications, equivalent replacements, improvements, etc. made within the spirit and principles of the present invention are within the scope of the pending rights of the present invention. within the scope of protection.

Claims (10)

1. The hydraulic adjusting internal mold is suitable for a continuous variable cross section and is characterized by comprising a hydraulic framework and a template;
the template includes:
the two top dies are arranged at the top of the hydraulic internal die and positioned at two sides of the hydraulic internal die;
the two side dies are respectively arranged on two sides of the hydraulic internal die and extend upwards to the corresponding top die;
the bottom die is arranged at the bottom of the hydraulic internal die, and two sides of the bottom die are respectively connected with the bottoms of the two side dies in a detachable mode;
the hydraulic pressure skeleton set up in inside the template, the hydraulic pressure skeleton includes the telescopic frame that a plurality of equidistance distribute, telescopic frame includes:
a cross brace;
the two trusses are correspondingly distributed at two ends of the cross brace and are assembled in a sliding mode along the length direction of the cross brace, and the two top molds are respectively connected to the two cross braces so as to be far away from or close to each other along with the sliding of the two trusses;
the two support legs are hinged to two ends, far away from each other, of the two trusses respectively, and rotate along the cross section of the hydraulic internal mold about the hinged point so as to drive the two side molds to rotate towards the central line of the trusses.
2. The internal mold suitable for continuous variable cross-section hydraulic adjustment of claim 1, wherein a supplementary mold is arranged above the two top molds, and the supplementary mold is positioned between the two top molds and used for shielding a gap between the two top molds.
3. The internal mold suitable for continuous variable cross-section hydraulic adjustment of claim 2, wherein the telescopic framework further comprises a top rod, the top rod is arranged in the middle of the cross brace, and the top of the top rod correspondingly supports and contacts the supplementary mold.
4. The internal mold suitable for hydraulic adjustment with continuously variable cross section as claimed in claim 3, wherein a convex strip extending to the top rod is arranged at the center line of the supplementary mold, and a sleeve corresponding to the top rod is arranged at the bottom of the boss.
5. The internal mold suitable for hydraulic adjustment with continuously variable cross section of claim 1, wherein the cross brace is provided with a slideway corresponding to the truss, and the truss is assembled in the slideway in a sliding manner;
two first push rods are arranged on the truss and respectively drive the two trusses to move along the slide way.
6. The internal mold for hydraulic adjustment with continuously variable cross section as claimed in claim 1, wherein a second push rod is hinged between the supporting leg and the truss.
7. The adaptive hydraulic pressure adjusting inner die with the continuously variable cross section as claimed in claim 1, wherein the side die is fixed on the supporting leg through a bolt;
the top die is fixed on the truss through bolts.
8. The hydraulic adjusting internal mold suitable for the continuous variable cross-section according to claim 1, wherein support rails are arranged below two sides of the cross brace, the support rails are I-shaped steel, one end of each support rail is anchored on the top surface of an inner cavity of a poured bridge, and the other end of each support rail is fixed on a bridge fabrication machine;
the bottom of the cross brace is provided with two supporting wheels which extend to the side parts of the supporting rails respectively, a third push rod is arranged above the supporting rails, and the third push rod is over against the bottom surface of the cross brace.
9. The internal mold suitable for hydraulic adjustment with a continuously variable cross section as claimed in claim 1, wherein any two adjacent telescopic frameworks are fixed by a connecting rod, and the connecting rod is fixed on the cross brace by a bolt.
10. The internal mold suitable for hydraulic pressure adjustment with continuously variable cross section as claimed in claim 1, wherein the bottom of the side mold is provided with a transition plate with a bottom edge being an inclined edge, and the bottom mold is detachably fixed on the transition plate.
CN202211498963.XA 2022-11-28 2022-11-28 Be suitable for continuous variable cross section hydraulic pressure and adjust centre form Pending CN115787514A (en)

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