CN105904577A - Prefabricated part applicable to complicated beam structure - Google Patents

Prefabricated part applicable to complicated beam structure Download PDF

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CN105904577A
CN105904577A CN201610226455.4A CN201610226455A CN105904577A CN 105904577 A CN105904577 A CN 105904577A CN 201610226455 A CN201610226455 A CN 201610226455A CN 105904577 A CN105904577 A CN 105904577A
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bolt
template
spring
templates
push pedal
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CN105904577B (en
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吴光武
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Guangzhou Shunxing Stone Field Co ltd
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Chengdu Hengtong Zhaoye Precision Machinery Co Ltd
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    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B7/00Moulds; Cores; Mandrels
    • B28B7/0029Moulds or moulding surfaces not covered by B28B7/0058 - B28B7/36 and B28B7/40 - B28B7/465, e.g. moulds assembled from several parts
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B7/00Moulds; Cores; Mandrels
    • B28B7/0002Auxiliary parts or elements of the mould
    • B28B7/0014Fastening means for mould parts, e.g. for attaching mould walls on mould tables; Mould clamps

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  • Engineering & Computer Science (AREA)
  • Manufacturing & Machinery (AREA)
  • Chemical & Material Sciences (AREA)
  • Ceramic Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Moulds, Cores, Or Mandrels (AREA)

Abstract

The invention discloses a prefabricated part applicable to a complicated beam structure. The prefabricated part comprises a plate frame and two templates, wherein the two templates face each other directly; and clearance used for template lamping is formed between the two templates. The prefabricated part also comprises push plate assemblies which are corresponding to the different templates respectively, wherein the push plate assembly of each template is used to push the template to move towards one side of the other template; the push plate assembly comprises a compression bolt, a spring and a check bolt, the compression bolt is in a threaded connection with the plate frame, and the compression bolt is contacted with the outer side face of the corresponding template; and the check bolt is in a threaded connection to the plate frame, the axis of the check bolt is parallel with the axis of the corresponding compression bolt, and the spring is disposed between the corresponding template and the corresponding check bolt. The prefabricated part also comprises a prefabricated table and a sealing strip. The device is applicable to prefabricated part manufacture of the beam structure with a complicated shape and has the advantage that technical effects of reducing a pulp leakage amount or avoiding pulp leakage can be reached during solidification of the prefabricated part.

Description

一种可用于复杂梁结构的预制构件 A prefabricated element for complex beam structures

技术领域 technical field

本发明涉及混凝土构件预制设备领域,特别是涉及一种可用于复杂梁结构的预制构件。 The invention relates to the field of concrete component prefabrication equipment, in particular to a prefabricated component which can be used for complex beam structures.

背景技术 Background technique

为了弥补混凝土过早出现裂缝的现象,在构件使用(加载)以前,预先给混凝土一个预压力,即在混凝土的受拉区内,用人工加力的方法,将钢筋进行张拉,利用钢筋的回缩力,使混凝土受拉区预先受压力。这种储存下来的预加压力,当构件承受由外荷载产生拉力时,首先抵消受拉区混凝土中的预压力,然后随荷载增加,才使混凝土受拉,这就限制了混凝土的伸长,延缓或不使裂缝出现,此种形式的混凝土即为预应力混凝土。由于预应力混凝土具有抗裂性好、刚度大、自重小、可以减小混凝土梁的竖向剪力和主拉应力等优点,能够明显提高受压构件的稳定性和耐疲劳性能,在现有建筑施工中具有优异的运用价值。 In order to make up for the phenomenon of premature cracks in concrete, before the component is used (loaded), the concrete is pre-stressed, that is, in the tensile area of the concrete, the steel bar is stretched by artificial force, and the steel bar is used. Retraction force pre-stresses the concrete tension zone. This stored preloaded pressure, when the member bears the tensile force generated by the external load, first offsets the preloaded pressure in the concrete in the tension area, and then the concrete is stretched as the load increases, which limits the elongation of the concrete. Delay or not make cracks appear, this form of concrete is prestressed concrete. Because prestressed concrete has the advantages of good crack resistance, high rigidity, low self-weight, and can reduce the vertical shear force and main tensile stress of concrete beams, it can significantly improve the stability and fatigue resistance of compression members. It has excellent application value in building construction.

预应力混凝土浇筑过程中都涉及到防止混凝土浇筑时浆液渗漏的环节,而许多防漏浆技术的效果均未能达到预期的效果,导致直接影响施工效率及混凝土浇筑的质量。现在一般都使用钢板与钢板直接接触并压紧、增加止浆条等,来防止混凝土浆液渗漏,但此方法不仅给施工增加了一定的难度,还未能达到理想的防漏浆效果。 The process of prestressed concrete pouring involves the prevention of grout leakage during concrete pouring, but the effect of many anti-leakage grout technologies has failed to achieve the expected effect, which directly affects the construction efficiency and the quality of concrete pouring. Nowadays, steel plates are generally used to directly contact and compress the steel plates, adding anti-slurry strips, etc., to prevent the leakage of concrete grout, but this method not only adds a certain degree of difficulty to the construction, but also fails to achieve the ideal anti-leakage effect.

发明内容 Contents of the invention

针对上述预应力混凝土浇筑过程中都涉及到防止混凝土浇筑时浆液渗漏的环节,而许多防漏浆技术的效果均未能达到预期的效果,导致直接影响施工效率及混凝土浇筑的质量的问题,本发明提供了一种可用于复杂梁结构的预制构件。 The above-mentioned prestressed concrete pouring process involves the prevention of grout leakage during concrete pouring, and the effects of many anti-leakage grout technologies have failed to achieve the expected results, resulting in problems that directly affect the construction efficiency and the quality of concrete pouring. The present invention provides a prefabricated element that can be used in complex beam structures.

为解决上述问题,本发明提供的一种可用于复杂梁结构的预制构件通过以下技术要点来解决问题:一种可用于复杂梁结构的预制构件,包括板架及两块模板,两块模板呈正对关系,两块模板之间具有用于夹持模板的间隙,还包括分别与不同模板对应的推板组件,各模板的推板组件用于推动该模板向另一块模板一侧运动; In order to solve the above problems, the present invention provides a prefabricated component that can be used in complex beam structures through the following technical points to solve the problem: a prefabricated component that can be used in complex beam structures, including a plate frame and two templates, and the two templates are positive For the relationship, there is a gap between the two templates for clamping the template, and there are push plate assemblies corresponding to different templates respectively, and the push pedal assemblies of each template are used to push the template to move to the side of the other template;

所述推板组件包括压紧螺栓、弹簧及防松螺栓,所述压紧螺栓螺纹连接于板架上,所述压紧螺栓与对应模板的外侧面接触; The push plate assembly includes a hold-down bolt, a spring and a lock bolt, the hold-down bolt is threadedly connected to the plate frame, and the hold-down bolt is in contact with the outer surface of the corresponding template;

所述防松螺栓螺纹连接于板架上,且防松螺栓的轴线与对应压紧螺栓的轴线平行,所述弹簧设置于对应的模板与对应的防松螺栓之间,在工作状态,弹簧两端分别受对应模板及对应防松螺栓的压应力而处于弹性压缩状态;还包括位于两块模板下方的预制台,两块模板均搁置于预制台上,两块模板与预制台之间均设置有密封条。 The anti-loosening bolts are threaded on the plate frame, and the axis of the anti-loosening bolts is parallel to the axis of the corresponding compression bolts. The spring is arranged between the corresponding template and the corresponding anti-loosening bolts. In the working state, the two springs The two ends are in an elastic compression state by the compressive stress of the corresponding formwork and the corresponding anti-loosening bolts; it also includes the prefabricated table under the two formworks, the two formworks are placed on the prefabricated table, and a There are sealing strips.

具体的,以上两块模板及预制台组成混凝土砂浆型腔,这样,在以上型腔中填入混泥土砂浆,混凝土砂浆凝固后得到所需要的混凝土预制构件。现有技术中,为减小混凝土砂浆在凝固过程中的收缩量,一般会在混凝土砂浆中添加膨胀剂,然而,一般情况下混凝土砂浆依然会有小幅收缩,针对预应力混凝土,以上收缩是浇筑时浆液渗漏的重要成因。 Specifically, the above two templates and the prefabricated platform form a concrete mortar cavity. In this way, concrete mortar is filled into the above cavity, and the required concrete prefabricated components are obtained after the concrete mortar is solidified. In the prior art, in order to reduce the shrinkage of the concrete mortar during the solidification process, an expansion agent is generally added to the concrete mortar. However, in general, the concrete mortar still shrinks slightly. For prestressed concrete, the above shrinkage is the result of pouring. An important cause of slurry leakage.

本案中,在关模时,即调整两块模板之间的间距,以得到设计尺寸型腔宽度时:通过转动压紧螺栓,压紧螺栓的端部作用于对应模板的外侧,改变两块模板之间的间隙宽度,以上间隙中填充混凝土砂浆后,可通过转动两个推板组件中的防松螺栓,使两个推板组件中的弹簧产生呈压缩状态的弹性形变,以上弹性形变为对应模板产生指向另一个模板的推力,这样,在混泥土砂浆固化过程中,若混凝土砂浆收缩,以上弹簧弹性变形所产生的弹性力迫使模板与混泥土砂浆、混泥土砂浆与密封条、密封条与模板之间紧密贴合,达到减少漏浆量或避免漏浆的技术效果。 In this case, when the mold is closed, the distance between the two templates is adjusted to obtain the design cavity width: by turning the compression bolt, the end of the compression bolt acts on the outside of the corresponding template, changing the width of the two templates. The width of the gap between them. After filling the above gap with concrete mortar, the springs in the two push plate assemblies can be elastically deformed in a compressed state by turning the anti-loosening bolts in the two push plate assemblies. The above elastic deformation is corresponding to The template generates a thrust pointing to another template, so that during the curing of the concrete mortar, if the concrete mortar shrinks, the elastic force generated by the elastic deformation of the above spring forces the template and the concrete mortar, the concrete mortar and the sealing strip, and the sealing strip and The templates are tightly fitted to achieve the technical effect of reducing the amount of slurry leakage or avoiding slurry leakage.

以上技术方案提供了一套混凝土梁结构预制装置,可快速的完成关模、开模以及关模后对模板施加预应力,以上预应力可用于杜绝混泥土砂浆固化过程中漏浆或减小固化过程中的漏浆量,利于保证混泥土预制件的质量。 The above technical scheme provides a set of concrete beam structure prefabrication device, which can quickly complete the closing, opening and applying prestress to the formwork after closing the mold. The above prestress can be used to prevent grout leakage or reduce curing during the curing process of concrete mortar The amount of grout leakage in the process is beneficial to ensure the quality of concrete prefabricated parts.

本案中,对预制模板两侧的模板上均配置压紧螺栓、弹簧及防松螺栓的结构形式,混泥土砂浆在收缩后,在弹簧的弹力下,预制件两侧的模板与对应模板贴合时,各模板的位置变化或角度变化受另一块模板的位置变化或角度变化影响小,这样,可使得本夹具适用于形状复杂的梁结构预制件制作。 In this case, the formwork on both sides of the prefabricated formwork is equipped with compression bolts, springs and anti-loosening bolts. After the concrete mortar shrinks, under the elastic force of the spring, the formwork on both sides of the prefabricated part fits with the corresponding formwork. When the clamp is used, the position change or angle change of each template is less affected by the position change or angle change of another template, so that the fixture can be applied to the manufacture of beam structure prefabricated parts with complex shapes.

本案在运用时,在调整好两块模板间距后,在填充混凝土砂浆之前,可在两块模板之间增加一根两端分别与两者内侧接触的定距杆,优选定距杆位于间隙的上端,再通过防松螺栓压缩弹簧。在填充混凝土砂浆后,待混凝土砂浆固化到一定程度,即混凝土砂浆具有一定强度时,再拆除定距杆,以避免弹簧的弹力对两模板之间型腔的尺寸造成影响。 In the application of this case, after adjusting the distance between the two formworks, before filling the concrete mortar, a spacer bar with both ends in contact with the inner sides of the two forms can be added between the two formworks. The spacer bar is preferably located in the gap. The upper end, and then compress the spring through the anti-loosening bolt. After filling the concrete mortar, when the concrete mortar is solidified to a certain degree, that is, when the concrete mortar has a certain strength, the spacer bar is removed to avoid the impact of the elastic force of the spring on the size of the cavity between the two formworks.

更进一步的技术方案为: A further technical solution is:

作为一种易于实现的具体方案,所述板架呈U形,两块模板分别位于板架开口端不同侧的内侧。以上结构中,可通过防松螺栓和压紧螺栓同时螺纹连接于板架的一侧,用于完成对弹簧的压缩和对模板位置的调整。 As an easy-to-implement solution, the plate frame is U-shaped, and the two templates are respectively located on the inner sides of the open ends of the plate frame. In the above structure, it can be screwed to one side of the plate frame through the anti-loosening bolt and the compression bolt at the same time, which is used to complete the compression of the spring and the adjustment of the position of the template.

由于混泥土砂浆的收缩量相对于两模板之间间隙宽度较小,故为利于防漏浆效果,优选选择弹性系数较大的弹簧,所述弹簧均为由多个碟形弹簧叠加而成的弹簧组。 Since the shrinkage of the concrete mortar is smaller than the width of the gap between the two templates, in order to facilitate the anti-leakage effect, it is preferable to choose a spring with a large elastic coefficient, and the springs are all superimposed by multiple disc springs. spring set.

为避免模板在弹簧的弹应力下发生过大歪斜而影响模板与对应模板的贴合质量,每个推板组件中的弹簧及压紧螺栓均为一根,各推板组件中弹簧的轴线与该推板组件中压紧螺栓的轴线共线,各推板组件还包括与该推板组件中压紧螺栓间隙配合的防松板,所述防松板设置于该推板组件中的弹簧与防松螺栓之间,所述防松板用于该推板组件中弹簧与防松螺栓之间的应力传递,所述防松螺栓不止一颗,且不同防松螺栓设置于该推板组件中压紧螺栓的不同侧。 In order to avoid excessive skewing of the formwork under the elastic stress of the spring and affect the bonding quality of the formwork and the corresponding formwork, each push plate assembly has a spring and a hold-down bolt, and the axis of the spring in each push plate assembly is aligned with the The axes of the pressing bolts in the push plate assembly are collinear, and each push plate assembly also includes an anti-loosening plate that fits in clearance with the pressing bolts in the push plate assembly, and the anti-loosening plate is arranged on the spring in the push plate assembly and Between the anti-loosening bolts, the anti-loosening plate is used for stress transmission between the spring in the push plate assembly and the anti-loosening bolts, there are more than one anti-loosening bolts, and different anti-loosening bolts are arranged in the push plate assembly Compress the different sides of the bolt.

为避免模板在弹簧的弹应力下发生过大歪斜而影响模板与对应模板的贴合质量,各推板组件中的弹簧为多根,各推板组件中的压紧螺栓的数量为一颗,各推板组件中的多根弹簧相对于压紧螺栓的轴线呈环状均布,各推板组件还包括与压紧螺栓间隙配合的防松板,所述防松板设置于弹簧与防松螺栓之间,所述防松板用于弹簧与防松螺栓之间的应力传递,所述防松螺栓不止一颗,且不同防松螺栓设置于压紧螺栓的不同侧。 In order to avoid excessive skewing of the formwork under the elastic stress of the spring and affect the bonding quality of the formwork and the corresponding formwork, there are multiple springs in each push plate assembly, and the number of compression bolts in each push plate assembly is one. The plurality of springs in each push plate assembly are evenly distributed in a ring shape relative to the axis of the compression bolt, and each push plate assembly also includes an anti-loosening plate that cooperates with the compression bolt in a gap, and the anti-loosening plate is arranged between the spring and the anti-loosening plate. Between the bolts, the anti-loosening plate is used for stress transmission between the spring and the anti-loosening bolts, there are more than one anti-loosening bolts, and different anti-loosening bolts are arranged on different sides of the compression bolts.

为便于转动压紧螺栓和防松螺栓,所述压紧螺栓及防松螺栓上均设置有用于制动各自转动的转柄。 In order to facilitate the rotation of the compression bolts and the anti-loosening bolts, the compression bolts and the anti-loosening bolts are provided with rotating handles for braking their respective rotations.

作为密封条在本装置上的具体设置形式:所述预制台的上表面上设置有两条长度方向平行于模板长度方向的凹槽,所述凹槽的截面呈半圆形,两条密封条的截面均为圆形,且密封条的直径与所述凹槽的槽面直径相等,两条密封条分别卡设于不同的凹槽中; As the specific setting form of the sealing strip on the device: the upper surface of the prefabricated platform is provided with two grooves whose length direction is parallel to the length direction of the formwork, the cross section of the groove is semicircular, and the two sealing strips The cross-sections are all circular, and the diameter of the sealing strip is equal to the diameter of the groove surface of the groove, and the two sealing strips are respectively clamped in different grooves;

模板底面的内角处均设置有表面为弧形面的缺口,所述密封条的表面与所述缺口表面贴合。 Inner corners of the bottom surface of the template are provided with notches with arc-shaped surfaces, and the surface of the sealing strip is attached to the surface of the notches.

以上密封条的设置形式中,便于通过在型腔灌浆时,密封条在混泥土浆料重力的挤压下发生变形,进一步增大其与凹槽、缺口表面之间的压应力,实现良好的密封效果。进一步的,在混泥土砂浆固化过程中,两块模板均可能相对于预制台有相对运动,以上密封条设置方式,可在模板的运动过程中,密封条高度方向被进一步挤压变形,故此种情况下,密封条仍然能保持良好的密封效果。 In the setting form of the above sealing strip, it is convenient to deform the sealing strip under the extrusion of the gravity of the concrete slurry when the cavity is grouted, and further increase the compressive stress between it and the surface of the groove and notch to achieve a good seal. Sealing effect. Furthermore, during the solidification process of the concrete mortar, the two formworks may have relative movement relative to the prefabricated table. The above sealing strip setting method can further squeeze and deform the sealing strip height direction during the movement of the formwork. Therefore, this In this case, the sealing strip can still maintain a good sealing effect.

作为便于脱模、增加密封条安置稳固性的优选方案,所述缺口的截面为四分之一圆。 As an optimal solution to facilitate demoulding and increase the stability of the sealing strip, the cross-section of the notch is a quarter circle.

本发明具有以下有益效果: The present invention has the following beneficial effects:

本案中,在关模时,即调整两块模板之间的间距,以得到设计尺寸型腔宽度时:通过转动压紧螺栓,压紧螺栓的端部作用于对应模板的外侧,改变两块模板之间的间隙宽度,以上间隙中填充混凝土砂浆后,可通过转动两个推板组件中的防松螺栓,使两个推板组件中的弹簧产生呈压缩状态的弹性形变,以上弹性形变为对应模板产生指向另一个模板的推力,这样,在混泥土砂浆固化过程中,若混凝土砂浆收缩,以上弹簧弹性变形所产生的弹性力迫使模板与混泥土砂浆、混泥土砂浆与密封条、密封条与模板之间紧密贴合,达到减少漏浆量或避免漏浆的技术效果。 In this case, when the mold is closed, the distance between the two templates is adjusted to obtain the design cavity width: by turning the compression bolt, the end of the compression bolt acts on the outside of the corresponding template, changing the width of the two templates. The width of the gap between them. After filling the above gap with concrete mortar, the springs in the two push plate assemblies can be elastically deformed in a compressed state by turning the anti-loosening bolts in the two push plate assemblies. The above elastic deformation is corresponding to The template generates a thrust pointing to another template, so that during the curing of the concrete mortar, if the concrete mortar shrinks, the elastic force generated by the elastic deformation of the above spring forces the template and the concrete mortar, the concrete mortar and the sealing strip, and the sealing strip and The templates are tightly fitted to achieve the technical effect of reducing the amount of slurry leakage or avoiding slurry leakage.

以上技术方案提供了一套混凝土梁结构预制装置,可快速的完成关模、开模以及关模后对模板施加预应力,以上预应力可用于杜绝混泥土砂浆固化过程中漏浆或减小固化过程中的漏浆量,利于保证混泥土预制件的质量。 The above technical scheme provides a set of concrete beam structure prefabrication device, which can quickly complete the closing, opening and applying prestress to the formwork after closing the mold. The above prestress can be used to prevent grout leakage or reduce curing during the curing process of concrete mortar The amount of grout leakage in the process is beneficial to ensure the quality of concrete prefabricated parts.

以上技术方案中,对预制模板两侧的模板上均配置压紧螺栓、弹簧及防松螺栓的结构形式,混泥土砂浆在收缩后,在弹簧的弹力下,预制件两侧的模板与对应模板贴合时,各模板的位置变化或角度变化受另一块模板的位置变化或角度变化影响小,这样,可使得本夹具适用于形状复杂的梁结构预制件制作。 In the above technical scheme, the formwork on both sides of the prefabricated formwork is equipped with compression bolts, springs and anti-loosening bolts. After the concrete mortar shrinks, under the elastic force of the spring, the formwork on both sides of the prefabricated part and the corresponding formwork When laminating, the position change or angle change of each formwork is less affected by the position change or angle change of another formwork, so that this fixture can be applied to the manufacture of beam structure prefabricated parts with complex shapes.

附图说明 Description of drawings

图1为本发明所述的一种可用于复杂梁结构的预制构件一个具体实施例的结构示意图。 Fig. 1 is a structural schematic diagram of a specific embodiment of a prefabricated component that can be used in complex beam structures according to the present invention.

图中标记分别为:1、转柄,2、模板,3、板架,4、防松螺栓,5、防松板,6、压紧螺栓,7、弹簧,8、密封条,9、预制台。 The marks in the figure are: 1. Rotary handle, 2. Template, 3. Plate frame, 4. Anti-loosening bolt, 5. Anti-loosening plate, 6. Compression bolt, 7. Spring, 8. Sealing strip, 9. Prefabrication tower.

具体实施方式 detailed description

本发明提供了一种可用于复杂梁结构的预制构件,用于解决:现有技术中预应力混凝土浇筑过程中都涉及到防止混凝土浇筑时浆液渗漏的环节,而许多防漏浆技术的效果均未能达到预期的效果,导致直接影响施工效率及混凝土浇筑的质量的问题。下面结合实施例对本发明作进一步的详细说明,但是本发明不仅限于以下实施例: The present invention provides a prefabricated component that can be used in complex beam structures, and is used to solve the problem that the prestressed concrete pouring process in the prior art involves the prevention of grout leakage during concrete pouring, and the effects of many grout prevention technologies All failed to achieve the desired effect, resulting in problems that directly affect the construction efficiency and the quality of concrete pouring. Below in conjunction with embodiment the present invention is described in further detail, but the present invention is not limited to following embodiment:

实施例1: Example 1:

如图1所示,一种可用于复杂梁结构的预制构件,包括板架3及两块模板2,两块模板2呈正对关系,两块模板2之间具有用于夹持模板2的间隙,还包括分别与不同模板2对应的推板组件,各模板2的推板组件用于推动该模板2向另一块模板2一侧运动; As shown in Figure 1, a prefabricated component that can be used for complex beam structures includes a frame 3 and two formworks 2, the two formworks 2 are in a positive relationship, and there is a gap between the two formworks 2 for clamping the formwork 2 , also including push plate assemblies corresponding to different templates 2, the push plate assemblies of each template 2 are used to push the template 2 to move to the other template 2 side;

所述推板组件包括压紧螺栓6、弹簧7及防松螺栓4,所述压紧螺栓6螺纹连接于板架3上,所述压紧螺栓6与对应模板2的外侧面接触; The push plate assembly includes a hold-down bolt 6, a spring 7 and an anti-loosening bolt 4, the hold-down bolt 6 is threadedly connected to the plate frame 3, and the hold-down bolt 6 is in contact with the outer surface of the corresponding template 2;

所述防松螺栓4螺纹连接于板架3上,且防松螺栓4的轴线与对应压紧螺栓6的轴线平行,所述弹簧7设置于对应的模板2与对应的防松螺栓4之间,在工作状态,弹簧7两端分别受对应模板2及对应防松螺栓4的压应力而处于弹性压缩状态;还包括位于两块模板2下方的预制台9,两块模板2均搁置于预制台9上,两块模板2与预制台9之间均设置有密封条8。 The anti-loosening bolt 4 is threadedly connected to the plate frame 3, and the axis of the anti-loosening bolt 4 is parallel to the axis of the corresponding compression bolt 6, and the spring 7 is arranged between the corresponding template 2 and the corresponding anti-loosening bolt 4 , in the working state, the two ends of the spring 7 are in an elastically compressed state by the compressive stress of the corresponding template 2 and the corresponding anti-loosening bolt 4; it also includes a prefabricated table 9 located under the two templates 2, and the two templates 2 are placed on the prefabricated On the platform 9, a sealing strip 8 is provided between the two templates 2 and the prefabricated platform 9.

具体的,以上两块模板2及预制台9组成混凝土砂浆型腔,这样,在以上型腔中填入混泥土砂浆,混凝土砂浆凝固后得到所需要的混凝土预制构件。现有技术中,为减小混凝土砂浆在凝固过程中的收缩量,一般会在混凝土砂浆中添加膨胀剂,然而,一般情况下混凝土砂浆依然会有小幅收缩,针对预应力混凝土,以上收缩是浇筑时浆液渗漏的重要成因。 Specifically, the above two templates 2 and the prefabricated table 9 form a concrete mortar cavity, so that the above cavity is filled with concrete mortar, and the required concrete prefabricated components are obtained after the concrete mortar is solidified. In the prior art, in order to reduce the shrinkage of the concrete mortar during the solidification process, an expansion agent is generally added to the concrete mortar. However, in general, the concrete mortar still shrinks slightly. For prestressed concrete, the above shrinkage is the result of pouring. An important cause of slurry leakage.

本案中,在关模时,即调整两块模板2之间的间距,以得到设计尺寸型腔宽度时:通过转动压紧螺栓6,压紧螺栓6的端部作用于对应模板2的外侧,改变两块模板2之间的间隙宽度,以上间隙中填充混凝土砂浆后,可通过转动两个推板组件中的防松螺栓4,使两个推板组件中的弹簧7产生呈压缩状态的弹性形变,以上弹性形变为对应模板2产生指向另一个模板2的推力,这样,在混泥土砂浆固化过程中,若混凝土砂浆收缩,以上弹簧7弹性变形所产生的弹性力迫使模板2与混泥土砂浆、混泥土砂浆与密封条8、密封条8与模板2之间紧密贴合,达到减少漏浆量或避免漏浆的技术效果。 In this case, when the mold is closed, the distance between the two templates 2 is adjusted to obtain the design cavity width: by rotating the compression bolt 6, the end of the compression bolt 6 acts on the outside of the corresponding template 2, Change the width of the gap between the two templates 2. After filling the above gap with concrete mortar, you can turn the anti-loosening bolt 4 in the two push plate assemblies to make the springs 7 in the two push plate assemblies produce elastic springs in a compressed state. Deformation, the above elastic deformation generates a thrust pointing to another template 2 for the corresponding template 2, so that during the curing process of the concrete mortar, if the concrete mortar shrinks, the elastic force generated by the elastic deformation of the above spring 7 forces the template 2 to contact the concrete mortar 1. The concrete mortar and the sealing strip 8, and the sealing strip 8 and the formwork 2 are tightly fitted to achieve the technical effect of reducing the amount of grout leakage or avoiding grout leakage.

以上技术方案提供了一套混凝土梁结构预制装置,可快速的完成关模、开模以及关模后对模板2施加预应力,以上预应力可用于杜绝混泥土砂浆固化过程中漏浆或减小固化过程中的漏浆量,利于保证混泥土预制件的质量。 The above technical scheme provides a set of concrete beam structure prefabrication device, which can quickly complete the closing, opening and applying prestress to the formwork 2 after closing the mold. The above prestress can be used to prevent the leakage of the concrete mortar or reduce the The amount of slurry leakage during the curing process is conducive to ensuring the quality of concrete prefabricated parts.

本案中,对预制模板2两侧的模板2上均配置压紧螺栓6、弹簧7及防松螺栓4的结构形式,混泥土砂浆在收缩后,在弹簧7的弹力下,预制件两侧的模板2与对应模板2贴合时,各模板2的位置变化或角度变化受另一块模板2的位置变化或角度变化影响小,这样,可使得本夹具适用于形状复杂的梁结构预制件制作。 In this case, the formwork 2 on both sides of the prefabricated formwork 2 is equipped with a structure of compression bolts 6, springs 7 and anti-loosening bolts 4. After the concrete mortar contracts, under the elastic force of the spring 7, When the formwork 2 is attached to the corresponding formwork 2, the position change or angle change of each formwork 2 is less affected by the position change or angle change of the other formwork 2. In this way, this fixture can be applied to the manufacture of beam structure prefabricated parts with complex shapes.

本案在运用时,在调整好两块模板2间距后,在填充混凝土砂浆之前,可在两块模板2之间增加一根两端分别与两者内侧接触的定距杆,优选定距杆位于间隙的上端,再通过防松螺栓4压缩弹簧7。在填充混凝土砂浆后,待混凝土砂浆固化到一定程度,即混凝土砂浆具有一定强度时,再拆除定距杆,以避免弹簧7的弹力对两模板2之间型腔的尺寸造成影响。 When this case is in use, after adjusting the distance between the two formworks 2 and before filling the concrete mortar, a spacer bar with both ends in contact with the inner sides of the two forms 2 can be added between the two formworks 2, preferably the spacer bar Located at the upper end of the gap, the spring 7 is compressed by the anti-loosening bolt 4. After filling the concrete mortar, when the concrete mortar is solidified to a certain degree, that is, when the concrete mortar has a certain strength, the distance bar is removed to avoid the elastic force of the spring 7 from affecting the size of the cavity between the two formworks 2 .

实施例2: Example 2:

本实施例在实施例1的基础上作进一步限定,如图1所示,更进一步的技术方案为: The present embodiment is further limited on the basis of embodiment 1, as shown in Figure 1, the further technical solution is:

作为一种易于实现的具体方案,所述板架3呈U形,两块模板2分别位于板架3开口端不同侧的内侧。以上结构中,可通过防松螺栓4和压紧螺栓6同时螺纹连接于板架3的一侧,用于完成对弹簧7的压缩和对模板2位置的调整。 As an easy-to-implement solution, the panel frame 3 is U-shaped, and the two templates 2 are respectively located on the inner side of different sides of the opening end of the panel frame 3 . In the above structure, the anti-loosening bolt 4 and the compression bolt 6 can be screwed to one side of the plate frame 3 at the same time, so as to complete the compression of the spring 7 and the adjustment of the position of the template 2 .

由于混泥土砂浆的收缩量相对于两模板2之间间隙宽度较小,故为利于防漏浆效果,优选选择弹性系数较大的弹簧,所述弹簧7均为由多个碟形弹簧叠加而成的弹簧组。 Since the shrinkage of the concrete mortar is smaller than the width of the gap between the two templates 2, in order to facilitate the anti-leakage effect, it is preferable to select a spring with a larger elastic coefficient, and the spring 7 is formed by stacking a plurality of disc springs. The formed spring group.

为避免模板2在弹簧7的弹应力下发生过大歪斜而影响模板2与对应模板2的贴合质量,每个推板组件中的弹簧7及压紧螺栓6均为一根,各推板组件中弹簧7的轴线与该推板组件中压紧螺栓6的轴线共线,各推板组件还包括与该推板组件中压紧螺栓6间隙配合的防松板5,所述防松板5设置于该推板组件中的弹簧7与防松螺栓4之间,所述防松板5用于该推板组件中弹簧7与防松螺栓4之间的应力传递,所述防松螺栓4不止一颗,且不同防松螺栓4设置于该推板组件中压紧螺栓6的不同侧。 In order to prevent the formwork 2 from being too skewed under the elastic stress of the spring 7 and affect the bonding quality of the formwork 2 and the corresponding formwork 2, each push plate assembly has one spring 7 and a compression bolt 6, and each push plate The axis of the spring 7 in the assembly is collinear with the axis of the hold-down bolt 6 in the push plate assembly, and each push plate assembly also includes an anti-loosening plate 5 that is clearance-fitted with the hold-down bolt 6 in the push plate assembly, and the anti-loosening plate 5 is arranged between the spring 7 in the push plate assembly and the anti-loosening bolt 4, and the anti-loosening plate 5 is used for stress transmission between the spring 7 and the anti-loosening bolt 4 in the push plate assembly, and the anti-loosening bolt 4 more than one, and different anti-loosening bolts 4 are arranged on different sides of the pressing bolt 6 in the push plate assembly.

实施例3: Example 3:

本实施例在实施例1的基础上对本发明作进一步限定,如图1所示,为避免模板2在弹簧7的弹应力下发生过大歪斜而影响模板2与对应模板2的贴合质量,各推板组件中的弹簧7为多根,各推板组件中的压紧螺栓6的数量为一颗,各推板组件中的多根弹簧7相对于压紧螺栓6的轴线呈环状均布,各推板组件还包括与压紧螺栓6间隙配合的防松板5,所述防松板5设置于弹簧7与防松螺栓4之间,所述防松板5用于弹簧7与防松螺栓4之间的应力传递,所述防松螺栓4不止一颗,且不同防松螺栓4设置于压紧螺栓6的不同侧。 This embodiment further limits the present invention on the basis of Embodiment 1. As shown in FIG. 1 , in order to avoid excessive skewing of the template 2 under the elastic stress of the spring 7 and affect the bonding quality of the template 2 and the corresponding template 2, There are many springs 7 in each push plate assembly, and the number of hold-down bolts 6 in each push plate assembly is one, and the multiple springs 7 in each push plate assembly are ring-shaped and evenly Cloth, each push plate assembly also includes an anti-loosening plate 5 that fits in a gap with the compression bolt 6, and the anti-loosening plate 5 is arranged between the spring 7 and the anti-loosening bolt 4, and the anti-loosening plate 5 is used for the spring 7 and the anti-loosening bolt 4. Stress transmission among the anti-loosening bolts 4 , there are more than one anti-loosening bolts 4 , and different anti-loosening bolts 4 are arranged on different sides of the compression bolts 6 .

实施例4: Example 4:

本实施例在以上任意一个实施例的基础上作进一步限定,如图1所示,为便于转动压紧螺栓6和防松螺栓4,所述压紧螺栓6及防松螺栓4上均设置有用于制动各自转动的转柄1。 This embodiment is further limited on the basis of any one of the above embodiments. As shown in Figure 1, in order to facilitate the rotation of the compression bolt 6 and the anti-loosening bolt 4, the compression bolt 6 and the anti-loosening bolt 4 are all provided with useful Rotating handle 1 for braking rotation respectively.

作为密封条8在本装置上的具体设置形式:所述预制台9的上表面上设置有两条长度方向平行于模板2长度方向的凹槽,所述凹槽的截面呈半圆形,两条密封条8的截面均为圆形,且密封条8的直径与所述凹槽的槽面直径相等,两条密封条8分别卡设于不同的凹槽中; As the specific setting form of the sealing strip 8 on this device: the upper surface of the prefabricated table 9 is provided with two grooves whose length direction is parallel to the length direction of the template 2, the cross section of the groove is semicircular, and the two The cross sections of the sealing strips 8 are all circular, and the diameter of the sealing strips 8 is equal to the diameter of the groove surface of the groove, and the two sealing strips 8 are respectively clamped in different grooves;

模板2底面的内角处均设置有表面为弧形面的缺口,所述密封条8的表面与所述缺口表面贴合。 Inner corners of the bottom surface of the formwork 2 are provided with notches with arc-shaped surfaces, and the surface of the sealing strip 8 is attached to the surface of the notches.

以上密封条8的设置形式中,便于通过在型腔灌浆时,密封条8在混泥土浆料重力的挤压下发生变形,进一步增大其与凹槽、缺口表面之间的压应力,实现良好的密封效果。进一步的,在混泥土砂浆固化过程中,两块模板2均可能相对于预制台9有相对运动,以上密封条8设置方式,可在模板2的运动过程中,密封条8高度方向被进一步挤压变形,故此种情况下,密封条8仍然能保持良好的密封效果。 In the setting form of the sealing strip 8 above, it is convenient to further increase the compressive stress between the sealing strip 8 and the surface of the groove and the notch through the deformation of the sealing strip 8 under the extrusion of the gravity of the concrete slurry when the cavity is grouted. Good sealing effect. Further, during the solidification process of the concrete mortar, the two formworks 2 may have relative movement with respect to the prefabricated table 9, the above arrangement of the sealing strip 8 can be further squeezed in the height direction of the sealing strip 8 during the movement of the formwork 2 Compression deformation, so in this case, the sealing strip 8 can still maintain a good sealing effect.

作为便于脱模、增加密封条8安置稳固性的优选方案,所述缺口的截面为四分之一圆。 As a preferred solution to facilitate demoulding and increase the stability of the placement of the sealing strip 8, the cross section of the notch is a quarter circle.

以上内容是结合具体的优选实施方式对本发明作的进一步详细说明,不能认定本发明的具体实施方式只局限于这些说明。对于本发明所属技术领域的普通技术人员来说,在不脱离本发明的技术方案下得出的其他实施方式,均应包含在本发明的保护范围内。 The above content is a further detailed description of the present invention in conjunction with specific preferred embodiments, and it cannot be assumed that the specific embodiments of the present invention are limited to these descriptions. For those of ordinary skill in the technical field to which the present invention belongs, other implementations obtained without departing from the technical solution of the present invention shall be included in the protection scope of the present invention.

Claims (8)

1. the prefabricated components that can be used for complex beam structure, including grillage (3) and two pieces of templates (2), two pieces of templates (2) are in just to relation, between two pieces of templates (2), there is the gap for clamping template, it is characterized in that, also include that push pedal assembly corresponding with different templates (2) respectively, the push pedal assembly of each template (2) are used for promoting this template (2) to another block template (2) one lateral movement;
Described push pedal assembly includes hold-down bolt (6), spring (7) and check bolt (4), and described hold-down bolt (6) is threadedly connected on grillage (3), and described hold-down bolt (6) contacts with the lateral surface of corresponding templates (2);
Described check bolt (4) is threadedly connected on grillage (3), and the axis of check bolt (4) is parallel with the axis of corresponding hold-down bolt (6), described spring (7) is arranged between template (2) and the corresponding check bolt (4) of correspondence, in working order, spring (7) two ends are in elastic compression by corresponding templates (2) and the compressive stress of corresponding check bolt (4) respectively;
Also including prefabricated (9) being positioned at two pieces of template (2) lower sections, two pieces of templates (2) are all held on prefabricated (9), are provided with sealing strip (8) between two pieces of templates (2) and prefabricated (9).
A kind of prefabricated components that can be used for complex beam structure the most according to claim 1, it is characterised in that described grillage (3) takes the shape of the letter U, two pieces of templates (2) lay respectively at the inner side of grillage (3) opening not homonymy.
A kind of prefabricated components that can be used for complex beam structure the most according to claim 1, it is characterised in that described spring (7) is all for the groups of springs being formed by stacking by multiple disk springs.
A kind of prefabricated components that can be used for complex beam structure the most according to claim 1, it is characterized in that, spring (7) and hold-down bolt (6) in each push pedal assembly are one, the axis of spring (7) and the axis collinear of hold-down bolt (6) in this push pedal assembly in each push pedal assembly, each push pedal assembly also includes and the locking plate (5) of hold-down bolt (6) matched in clearance in this push pedal assembly, described locking plate (5) is arranged between the spring (7) in this push pedal assembly and check bolt (4), described locking plate (5) is used for the Stress Transfer in this push pedal assembly between spring (7) and check bolt (4), more than one of described check bolt (4), and difference check bolt (4) is arranged at the not homonymy of hold-down bolt (6) in this push pedal assembly.
A kind of prefabricated components that can be used for complex beam structure the most according to claim 1, it is characterized in that, spring (7) in each push pedal assembly is many, the quantity of the hold-down bolt (6) in each push pedal assembly is one, many springs (7) in each push pedal assembly are the most uniform relative to the axis of hold-down bolt (6), each push pedal assembly also includes the locking plate (5) with hold-down bolt (6) matched in clearance, described locking plate (5) is arranged between spring (7) and check bolt (4), described locking plate (5) is for the Stress Transfer between spring (7) and check bolt (4), more than one of described check bolt (4), and difference check bolt (4) is arranged at the not homonymy of hold-down bolt (6).
A kind of prefabricated components that can be used for complex beam structure the most as claimed in any of claims 1 to 5, it is characterised in that be provided with the turning handle (1) for braking each autorotation on described hold-down bolt (6) and check bolt (4).
A kind of prefabricated components that can be used for complex beam structure the most as claimed in any of claims 1 to 5, it is characterized in that, it is provided with two length directions on the upper surface of described prefabricated (9) and is parallel to the groove of template (2) length direction, the cross section semicircular in shape of described groove, article two, the cross section of sealing strip (8) is circle, and the groove face equal diameters of the diameter of sealing strip (8) and described groove, two sealing strips (8) are arranged in different grooves respectively;
Being provided with the breach that surface is arcwall face at the interior angle of template (2) bottom surface, fits with described breach surface in the surface of described sealing strip (8).
A kind of prefabricated components that can be used for complex beam structure the most according to claim 7, it is characterised in that the cross section of described breach is quadrant.
CN201610226455.4A 2016-04-13 2016-04-13 A prefabricated element for complex beam structures Active CN105904577B (en)

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CN201486141U (en) * 2009-03-05 2010-05-26 通州市第二建筑安装工程公司 Clamping device of two parallel templates
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