CN115822241A - Formwork support without chiseling and its construction method - Google Patents
Formwork support without chiseling and its construction method Download PDFInfo
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Abstract
Description
技术领域technical field
本发明涉及建筑施工领域,是一种涉及混凝土浇注施工的免凿毛支模结构及其施工方法。The invention relates to the field of building construction, and relates to a chisel-free formwork support structure for concrete pouring construction and a construction method thereof.
背景技术Background technique
凿毛是一种把已完成的混凝土结构面凿出一条条凹痕等毛糙结构,其作为新旧混凝土结合牢固稳定的一种常规措施。现有的凿毛方式,通常是工具凿毛,即采用凿毛专用工具对已经成型的混凝土结构表面进行开凿处理,这种方式不仅人工劳动强度大,费时费力,效率不高,且容易对混凝土结构主体造成损伤破坏。为了解决该技术问题,现有技术公开了免凿毛止浆带,免凿毛止浆带通常是采用新型的复合纤维材料,耐磨、耐拉效果好,且表面为麻面;在混凝土浇灌时,将免凿毛止浆带固定于模板表面,当混凝土浇注成型后,撕下免凿毛止浆带即可在混凝土结构表面形成凿毛结构,不仅省时省力,效率高,且凿毛结构稳定,新旧混凝土结合牢固度高。但现有施工过程中,模板通常是采用木模板拼接,模板本身搭建铺设较为费时费力,而免凿毛止浆带与模板之间又需要人工进行绑扎或敲钉固定,显然铺设模板和免凿毛止浆带的工作量仍然不小,施工强度较大,整体效率不高,且因纯手工铺设,模板参差不齐,再加上绑扎和敲钉不易把控,容易导致免凿毛止浆带的整体铺设并不平整,存在较多褶皱,影响凿毛面的成型。为此,有待对现有混凝土结构的免凿毛施工进行改进。Chiseling is a kind of rough structure such as chiseling out dents on the completed concrete structure surface, which is a conventional measure for the firm and stable combination of new and old concrete. The existing chiseling methods are usually tool chiseling, that is, using special chiseling tools to excavate the surface of the formed concrete structure. This method is not only labor-intensive, time-consuming and labor-intensive, but also not efficient, and it is easy to damage the concrete. The main body of the structure causes damage and destruction. In order to solve this technical problem, the prior art discloses a non-chiseled wool stop belt, which usually adopts a new type of composite fiber material, has good wear resistance and tensile resistance, and has a pockmarked surface; Fix the non-chiseling grout stop belt on the surface of the formwork. After the concrete is poured, tear off the no-chisel grout stop belt to form a chisel structure on the surface of the concrete structure, which not only saves time and effort, but also has high efficiency and The structure is stable, and the combination of old and new concrete is firm. However, in the existing construction process, the formwork is usually spliced with wooden formwork, and the construction and laying of the formwork itself is time-consuming and laborious, and manual binding or nailing is required between the chisel-free wool stop belt and the formwork. The workload of the wool stop belt is still not small, the construction intensity is relatively high, the overall efficiency is not high, and because of the manual laying, the formwork is uneven, and the binding and nailing are not easy to control, which may easily lead to no chiseling. The overall laying of the belt is not smooth, and there are many folds, which affect the shaping of the rough surface. For this reason, the chisel-free construction of existing concrete structures needs to be improved.
发明内容Contents of the invention
为克服上述不足,本发明的目的是向本领域提供一种免凿毛支模结构及其施工方法,使其解决现有免凿毛止浆条和模板铺设施工较为繁琐,劳动强度较大,施工效率不高,且凿毛面成型质量欠佳的技术问题。其目的是通过如下技术方案实现的。In order to overcome the above-mentioned deficiencies, the purpose of the present invention is to provide a formwork support structure and its construction method without chiseling wool to the art, so that it can solve the problem that the existing chisel-free wool-stopping strips and formwork laying construction are relatively cumbersome and labor-intensive. The construction efficiency is not high, and the technical problems of the rough surface forming quality are not good. Its purpose is achieved through the following technical solutions.
一种免凿毛支模结构,该支模结构用于木模板和模板表面的免凿毛止浆带的固定,其结构要点在于所述支模结构包括上夹座、下夹座、锁紧螺杆、锁紧螺母,下夹座包括水平的底板,相对于底板呈竖向垂直固定的下挡板和下夹条,下挡板和下夹条之间形成夹持所述木模板和免凿毛止浆带的下夹紧空间,所述上夹座包括水平的顶板,相对于顶板呈竖向垂直固定的上挡板和上夹条,上挡板和上夹条之间形成夹持所述木模板和免凿毛止浆带的上夹紧空间,即上夹紧空间和下夹紧空间形成对所述木模板和免凿毛止浆带的夹紧,所述锁紧螺杆底端固定于下夹座,锁紧螺杆顶端穿过所述上夹座的顶板并螺纹连接所述锁紧螺母,当锁紧螺母锁紧时,所述上夹座与下夹座形成对所述木模板的上下夹紧。通过上述结构,对木模板形成定位支撑的同时,能够将免凿毛止浆带快速夹紧固定于木模板的表面,且夹紧状态的免凿毛止浆带仍可以进行位置调节,从而达到所需的位置要求,有效防止变形、褶皱等问题,保证混凝土浇灌成型后的凿毛面质量。除此以外,支模结构能适用于不同高度的木模板,同时易于组装和拆卸,便于重复使用。A chisel-free formwork support structure, which is used to fix wooden formwork and a chisel-free wool-free pulp stop belt on the surface of the formwork. Screw rod, lock nut, the lower clamp seat includes a horizontal base plate, a lower baffle plate and a lower clamping bar that are vertically fixed relative to the base plate, and a clamping of the wooden formwork and a chisel-free clamp is formed between the lower baffle plate and the lower clamping bar. The lower clamping space of the wool stopper belt, the upper clamping seat includes a horizontal top plate, an upper baffle plate and an upper clamping bar that are vertically fixed relative to the top plate, and a clamping place is formed between the upper baffle plate and the upper clamping bar. The upper clamping space of the wood formwork and the non-chiseling wool stopper belt, that is, the upper clamping space and the lower clamping space form the clamping of the wood formwork and the no chisel wool stopper belt, and the bottom end of the locking screw Fixed on the lower clamping seat, the top end of the locking screw passes through the top plate of the upper clamping seat and is threaded to the locking nut. When the locking nut is locked, the upper clamping seat and the lower clamping seat form a pair of wooden The upper and lower clamping of the formwork. Through the above-mentioned structure, while forming a positioning support for the wooden formwork, the non-chiseled wool-free pulp-stopping belt can be quickly clamped and fixed on the surface of the wooden formwork, and the position of the chisel-free wool-free pulp-stopping belt can still be adjusted in the clamped state, so as to achieve The required location requirements can effectively prevent problems such as deformation and wrinkles, and ensure the quality of the chiseled rough surface after concrete pouring. In addition, the formwork structure can be applied to wooden formworks of different heights, and at the same time, it is easy to assemble and disassemble, and is convenient for repeated use.
所述上挡板、下挡板均为整板或同一平面内的至少两块分隔设置的分板。通过该结构,一方面实现对木模板的可靠限位,另一方面也方便混凝土浇注的布筋操作,即混凝土浇注模框前,模框内往往布设有横竖布置的钢筋,而横向钢筋往往也会穿过木模板,上挡板、下挡板采用分隔的分板,则有利于尽可能避免上挡板、下挡板与横向钢筋之间的干涉。Both the upper baffle and the lower baffle are whole boards or at least two sub-boards arranged separately in the same plane. Through this structure, on the one hand, the reliable limit of the wooden formwork is realized, and on the other hand, it is also convenient for the reinforcement operation of concrete pouring. It will pass through the wooden formwork, and the upper and lower baffles adopt separate sub-boards, which is conducive to avoiding the interference between the upper and lower baffles and the transverse reinforcement as much as possible.
所述上夹条、下夹条为长条形。通过该结构,在上夹条和下架条能够满足夹紧免凿毛止浆带的情况下,尽可能减少对免凿毛止浆带的遮蔽,从而使免凿毛止浆带表面能够充分与混凝土结合形成凿毛面,保证凿毛面质量。The upper clamping strip and the lower clamping strip are elongated. Through this structure, under the condition that the upper clamping strip and the lower frame can meet the requirements of clamping the non-chiseling pulp stopper, the shielding of the non-chiseling wool stopper is reduced as much as possible, so that the surface of the non-chiseling pulp stopper can be fully Combined with concrete to form rough surface to ensure the quality of rough surface.
所述上夹座、下夹座之间通过至少两根间隔设置的锁紧螺杆配合所述锁紧螺母形成夹紧。通过该结构,有利于提高支模结构的支撑稳定性,例如:当支模结构同时夹紧两块对接木模板时,双锁紧螺杆相比采用单锁紧螺杆夹持将更为可靠、稳定。Clamping is formed between the upper clamping seat and the lower clamping seat by at least two locking screws arranged at intervals in cooperation with the locking nut. Through this structure, it is beneficial to improve the support stability of the formwork structure. For example, when the formwork structure clamps two butt-joint wooden formworks at the same time, the double locking screw will be more reliable and stable than the single locking screw. .
所述上夹座、下夹座的上夹条、下夹条两者替换为插条,即所述顶板、底板省略上夹条和下夹条,所述顶板和底板设有用于插接所述插条的插孔,插条沿顶板的插孔插入至与所述底板的插孔限位,插条与所述上挡板、下挡板之间形成夹紧所述木模板和止浆带的夹紧空间。通过该结构,用插条替代上夹条、下夹条,并改为插接的方式实现夹紧,不仅操作更为方便,且混凝土浇注后即可将插条抽出,从而免凿毛止浆带能够完全与混凝土浇注面结合,形成更为完整的凿毛面。Both the upper and lower clamping strips of the upper clamping seat and the lower clamping seat are replaced with inserting strips, that is, the upper clamping strip and the lower clamping strip are omitted for the top plate and the bottom plate, and the top plate and the bottom plate are provided with plug-in sockets. The insertion hole of the cutting strip, the cutting strip is inserted along the jack of the top plate to the limit with the jack of the bottom plate, and the cutting strip and the upper baffle and the lower baffle form a clamping of the wooden formwork and a pulp stop. Belt clamping space. Through this structure, the cutting strips are used instead of the upper clamping strips and the lower clamping strips, and the clamping is realized by inserting, which is not only more convenient to operate, but also the cutting strips can be pulled out after concrete pouring, so as to avoid chiseling and stopping grouting The strip can be fully combined with the concrete pouring surface to form a more complete chiseled rough surface.
所述插条顶部设有拉环或钩部。通过该结构,方便插条的手动插入和抽出操作。The top of the cutting strip is provided with a pull ring or a hook. With this structure, manual insertion and extraction operations of the cutting strip are facilitated.
基于上述上夹条、下架条结构的一种免凿毛支模结构的施工方法,该方法包括如下施工步骤:A kind of construction method of free-cutting hair formwork support structure based on the above-mentioned upper clip bar and lower frame bar structure, the method comprises the following construction steps:
一、根据木模板的长度选择相应数量的支模结构。1. Select the corresponding number of formwork structures according to the length of the wood formwork.
二、将所述木模板和免凿毛止浆条一同放入所述下夹座的下夹紧空间内形成下夹紧。2. Put the wooden formwork and the non-chiseled hair-stopping strip together into the lower clamping space of the lower clamping seat to form the lower clamping.
三、将所述木模板和免凿毛止浆条的上部置于所述上夹紧座的上夹紧空间内形成上夹紧,同时将下夹座的锁紧螺杆上端穿过上夹座顶板对应的通孔。3. Place the upper part of the wooden formwork and the non-chiseling wool-stopping strip in the upper clamping space of the upper clamping seat to form an upper clamping, and at the same time pass the upper end of the locking screw of the lower clamping seat through the upper clamping seat Corresponding via holes in the top plate.
四、通过锁紧螺杆顶部连接锁紧螺母,带动上夹座与下夹座对木模板形成上下夹紧,上下夹紧后,调整免凿毛止浆带的位置和平整度,即完成该支模结构对木模板和免凿毛止浆带的支撑固定。4. Connect the lock nut through the top of the locking screw to drive the upper clamping seat and the lower clamping seat to clamp the wooden formwork up and down. After clamping up and down, adjust the position and flatness of the chisel-free pulp stop belt, and the support is completed. The formwork structure supports and fixes the wooden formwork and the non-chiseled wool stopper strip.
基于上述插条结构的一种免凿毛支模结构的施工方法,该方法包括如下施工步骤:A kind of construction method of free-cutting hair formwork support structure based on the above-mentioned cutting strip structure, the method comprises the following construction steps:
一、根据木模板的长度选择相应数量的支模结构。1. Select the corresponding number of formwork structures according to the length of the wood formwork.
二、将下夹座的锁紧螺杆上端穿过上夹座顶板对应的通孔并连接锁紧螺母。2. Pass the upper end of the locking screw of the lower clamp seat through the corresponding through hole on the top plate of the upper clamp seat and connect the lock nut.
三、将所述木模板放入所述上夹座和下夹座之间的上挡板、下挡板一侧形成限位,并同时锁紧所述锁紧螺母,使上夹座、下夹座夹紧木模板。3. Put the wooden template into the upper and lower baffles between the upper and lower clamps to form a limit, and lock the lock nut at the same time, so that the upper and lower clamps The clamp seat clamps the wooden formwork.
四、通过手动按压将所述免凿毛止浆带预贴合于木模板表面,并同时插入所述插条对所述免凿毛止浆带形成夹紧限位,夹紧限位后即可松开手动按压,调整免凿毛止浆带的位置和平整度,即完成支模结构对木模板和免凿毛止浆带的支撑固定。4. Pre-attach the chisel-free pulp-stopping tape to the surface of the wooden formwork by manual pressing, and insert the cuttings at the same time to form a clamping limit for the chisel-free pulp-stopping tape. After clamping the limit, the The manual pressure can be loosened to adjust the position and flatness of the no-chisel wool stop belt, that is, the support and fixation of the formwork structure to the wood formwork and the no-chisel wool stop belt is completed.
上述方法中,所述木模板所形成的模框浇注后,取出所述插条。即插条可以取出,使免凿毛止浆表面的毛面能与浇注的混凝土充分贴合,形成更为完整的凿毛面。In the above method, after the mold frame formed by the wooden formwork is poured, the cuttings are taken out. That is, the insert strip can be taken out, so that the rough surface of the non-chiseled and grout-free surface can fully fit the poured concrete, forming a more complete chiseled rough surface.
上述方法中的所述木模板穿接钢筋,且钢筋与所述锁紧螺杆相邻时,钢筋与锁紧螺杆绑扎固定。通过该方法,能够实现支模结构与模框内的横向钢筋固定,有利于提高混凝土模框的稳定性。In the above method, the wooden formwork is pierced with steel bars, and when the steel bars are adjacent to the locking screw rods, the steel bars are bound and fixed to the locking screw rods. Through the method, the form support structure can be fixed to the transverse reinforcement in the form frame, which is beneficial to improving the stability of the concrete form frame.
本发明整体易于拆装,使用较为快捷方便,有效降低模板和免凿毛止浆带布设的劳动强度,提高了布设施工的效率,且模板与免凿毛止浆带固定支撑较为稳定、可靠,所形成的凿毛面质量稳定,适合作为现有混凝土浇注施工中的免凿毛支模结构使用,或同类支模方法的改进。The present invention is easy to disassemble and assemble as a whole, quick and convenient to use, effectively reduces the labor intensity of the layout of the formwork and the non-chiseling wool-stopping belt, and improves the efficiency of laying and construction, and the fixed support of the template and the chisel-free wool-stopping belt is relatively stable and reliable. The quality of the formed chiseled surface is stable, and it is suitable for use as a chisel-free formwork support structure in existing concrete pouring construction, or as an improvement of similar formwork support methods.
附图说明Description of drawings
图1是本发明的立体结构示意图。Fig. 1 is a schematic diagram of the three-dimensional structure of the present invention.
图2是图1的侧面结构示意图。FIG. 2 is a schematic diagram of the side structure of FIG. 1 .
图3是图1的改进结构示意图一。FIG. 3 is a schematic diagram of an improved structure of FIG. 1 .
图4是图1的改进结构示意图二。FIG. 4 is a second schematic diagram of an improved structure of FIG. 1 .
图5是图1的实施结构示意图。FIG. 5 is a schematic diagram of the implementation structure of FIG. 1 .
图6是图5的侧面结构示意图。FIG. 6 is a schematic diagram of the side structure of FIG. 5 .
图7是图5中穿设横向钢筋的结构示意图。Fig. 7 is a schematic diagram of the structure of the transverse reinforcement in Fig. 5 .
图8是图1的改进结构示意图三。FIG. 8 is a schematic diagram of an improved structure of FIG. 1 .
图9是图8中插入插条的结构示意图。Fig. 9 is a schematic structural view of inserting the insert in Fig. 8 .
图中序号及名称为:1、底板,2、下挡板,3、下夹条,4、顶板,5、上挡板,6、上夹条,7、锁紧螺杆,8、锁紧螺母,9、木模板,10、免凿毛止浆带,11、横向钢筋,12插孔,13、插条。The serial numbers and names in the figure are: 1. Bottom plate, 2. Lower baffle, 3. Lower clamping bar, 4. Top plate, 5. Upper baffle, 6. Upper clamping bar, 7. Locking screw, 8. Locking nut , 9, wood formwork, 10, chisel-free hair-stopping belt, 11, horizontal reinforcement, 12 jacks, 13, cuttings.
具体实施方式Detailed ways
现结合附图,对本发明作进一步描述。Now in conjunction with accompanying drawing, the present invention will be further described.
如图1、图2所示,该免凿毛支模结构用于木模板9和模板表面的免凿毛止浆带10的固定,支模结构易采用钢材或硬质合金,支模结构包括上夹座、下夹座、锁紧螺杆7、锁紧螺母8,下夹座包括水平的底板1,相对于底板1呈竖向垂直固定的下挡板2和下夹条3,下挡板2和下夹条3之间形成夹持木模板9和免凿毛止浆带10的下夹紧空间,上夹座包括水平的顶板4,相对于顶板4呈竖向垂直固定的上挡板5和上夹条6,上挡板5和上夹条6之间形成夹持木模板9和免凿毛止浆带10的上夹紧空间,即上夹紧空间和下夹紧空间形成对木模板9和免凿毛止浆带10的夹紧。锁紧螺杆7底端固定于下夹座,锁紧螺杆7顶端穿过上夹座的顶板4并螺纹连接锁紧螺母8,当锁紧螺母8锁紧时,上夹座与下夹座形成对木模板9的上下夹紧。As shown in Fig. 1 and Fig. 2, the chisel-free formwork support structure is used for fixing the
上述上挡板5、下挡板2均为整板或同一平面内的至少两块分隔设置的分板。如图1所示即为整板结构,如图3所示为分板结构,分板之间的空档区域即可方便图6所示的钢筋穿过木模板9。The
为了使上夹条6和下架条能够满足夹紧免凿毛止浆带10的情况下,尽可能减少对免凿毛止浆带10的遮蔽,上夹条6、下夹条3为长条形,从而使免凿毛止浆带10能够充分与混凝土结合形成凿毛面,保证凿毛面质量。In order to make the
如图5、图6所示为局部支模结构对木模板9和免凿毛止浆带10的支撑固定结构,其施工方法包括如下施工步骤:As shown in Fig. 5 and Fig. 6, it is the supporting and fixing structure of the local formwork structure to the
一、根据现场模框的施工要求,选择相应的木模板9,支模结构的数量根据木模板9的长度进行间隔设置,以能够满足木模板9和免凿毛止浆稳定支撑为准。1. According to the construction requirements of the on-site formwork, select the corresponding
二、将木模板9和免凿毛止浆条一同放入下夹座的下夹紧空间内形成下夹紧,以该方式完成所有下夹座对相应木模板9的下夹紧。2. Put the
三、将木模板9和免凿毛止浆条的上部置于上夹紧座的上夹紧空间内形成上夹紧,同时将下夹座的锁紧螺杆7上端穿过上夹座顶板4对应的通孔,以该方式完成所有上夹座对相应木模板9的上夹紧。3. Place the upper part of the
四、通过锁紧螺杆7顶部连接锁紧螺母8,带动上夹座与下夹座对木模板9形成上下夹紧,上下夹紧后,调整免凿毛止浆带10的位置和平整度,即完成该支模结构对木模板9和免凿毛止浆带10的支撑固定。4. Connect the
五、支模结构本身可以通过外部的固定件与地面或其它模框结构形成固定,该固定方式可以是任意的,根据现场施工环境可以按需选择,在此不做详细说明。支模结构支撑固定后,即可对模框进行混凝土浇模,待混凝土凝固或即将凝固时,按上述操作的反向拆除支模结构即可,拆除支模结构的同时,免凿毛止浆带10也能同时拆除,操作较为方便、效率。5. The formwork structure itself can be fixed to the ground or other formwork structure through external fixing parts. The fixing method can be arbitrary, and can be selected according to the needs of the site construction environment, and will not be described in detail here. After the support of the formwork structure is fixed, the formwork can be poured with concrete. When the concrete is solidified or is about to solidify, the formwork structure can be removed in the reverse direction of the above operation.
如图7所示,当混凝土模框内的横向钢筋11需要穿设木模板9时,需要木模板9按照钢筋位置预先开槽或开孔,且下夹座与木模框、免凿毛止浆带10夹紧后,需要沿横向钢筋11轴向安装,安装后再进行上夹座、锁紧螺母8的夹紧操作。待支模结构安装到位后,锁紧螺杆7与相邻的横向钢筋11之间亦可通过紧固件或绑扎的方式进行固定,以进一步提高支模结构的支撑稳定性。As shown in Figure 7, when the
如图4所示,为了提高支模结构的支撑稳定性,上夹座、下夹座之间亦可通过两根间隔设置的锁紧螺杆7配合锁紧螺母8形成夹紧。As shown in Figure 4, in order to improve the support stability of the formwork structure, the clamping between the upper clamping seat and the lower clamping seat can also be formed by two locking
如图8、图9所示,上夹座、下夹座的上夹条6、下夹条3两者亦可替换为插条13,即顶板4、底板1省略上夹条6和下夹条3,顶板4和底板1设有用于插接插条13的插孔12,插条13沿顶板4的插孔12插入至与底板1的插孔12限位,插条13与上挡板5、下挡板2之间形成夹紧木模板9和止浆带的夹紧空间。插条13优选为具有弹性,以更好的夹持免凿毛止浆带,且顶部亦可设有拉环或钩部,方便插条13的手动抽出。As shown in Figure 8 and Figure 9, both the
该免凿毛支模结构基于上述插条13结构的施工方法包括如下步骤:The construction method based on the above-mentioned
一、根据木模板9的长度选择相应数量的支模结构。1. Select a corresponding number of formwork structures according to the length of the
二、将下夹座的锁紧螺杆7上端穿过上夹座顶板4对应的通孔并连接锁紧螺母8。2. Pass the upper end of the locking
三、将木模板9放入上夹座和下夹座之间的上挡板5、下挡板2一侧形成限位,并同时锁紧锁紧螺母8,使上夹座、下夹座夹紧木模板9。3. Put the
四、通过手动按压将免凿毛止浆带10预贴合于木模板9表面,并同时插入插条13对免凿毛止浆带10形成夹紧限位,夹紧限位后即可松开手动按压,调整免凿毛止浆带10的位置和平整度,即完成支模结构对木模板9和免凿毛止浆带10的支撑固定。4. Pre-attach the chisel-free pulp-stopping
五、该步骤同上述步骤五,区别在于:当木模板9所形成的模框浇注后即可取出插条13,使免凿毛止浆表面的毛面能与浇注的混凝土充分结合,形成更为完整的凿毛面。5. This step is the same as the above-mentioned
以上内容旨在说明本发明的技术手段,并非限制本发明的技术范围。本发明并不局限于上述两种施工方法,同一木模板9可以设置多组支模结构,亦可一组支模结构作为两块木模板9的对接操作,本领域技术人员结合现有公知常识对本发明做显而易见的改进或替换,亦落入本发明权利要求的保护范围之内。The above content is intended to illustrate the technical means of the present invention, but not to limit the technical scope of the present invention. The present invention is not limited to the above two construction methods. The same
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| CN118601295A (en) * | 2024-06-25 | 2024-09-06 | 中国五冶集团有限公司 | Grout-stopping assembly for construction joints and construction method without roughening |
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