CN110512858A - Quick-installation structure of high bearing capacity concrete pouring formwork - Google Patents
Quick-installation structure of high bearing capacity concrete pouring formwork Download PDFInfo
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- CN110512858A CN110512858A CN201910747123.4A CN201910747123A CN110512858A CN 110512858 A CN110512858 A CN 110512858A CN 201910747123 A CN201910747123 A CN 201910747123A CN 110512858 A CN110512858 A CN 110512858A
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- formwork
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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
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
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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
- E04G9/00—Forming or shuttering elements for general use
- E04G9/02—Forming boards or similar elements
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
Description
技术领域technical field
本发明涉及一种高承载力混凝土浇筑模板快装构造。The invention relates to a quick-installation structure of a high bearing capacity concrete pouring formwork.
背景技术Background technique
传统建筑物浇筑时普遍采用木板作为模板,有些也会采用铝合金板,模板的搭接采用架杆箍筋在模板上形成固定。但是传统模板构造不利于快速拼接,拼接过程中需要对扶住模板才可以进行搭接,而且搭接的模板面积较大时,需要采用很多钢管箍筋加固,耗费工时较多。When pouring traditional buildings, wooden boards are generally used as templates, and some aluminum alloy plates are also used. However, the traditional formwork structure is not conducive to rapid splicing. During the splicing process, it is necessary to hold the formwork to be lapped. Moreover, when the area of the lapped formwork is large, a lot of steel pipe stirrups need to be used for reinforcement, which takes a lot of man-hours.
发明内容SUMMARY OF THE INVENTION
本发明所要解决的技术问题是提供一种高承载力混凝土浇筑模板快装构造,该高承载力混凝土浇筑模板快装构造便于快速安拆,并且承载力强。The technical problem to be solved by the present invention is to provide a high-bearing capacity concrete pouring formwork quick-installation structure, which is convenient for quick installation and dismantling, and has strong bearing capacity.
为此,本发明提供的高承载力混凝土浇筑模板快装构造,其特征是:包括模板,模板后侧靠近边沿带有外凸沿,外凸沿以内采用内凸沿分隔成均匀的方格状,所述外凸沿上开设有连接通孔,多个螺栓穿过连接通孔将相邻的模板连接固定,模板上开设有多个插孔,相对分布的模板采用钢筋穿过插孔,钢筋两端带有外螺纹,钢筋两端采用螺母锁紧在相对的两侧模板上。To this end, the high bearing capacity concrete pouring formwork quick-installation structure provided by the present invention is characterized in that: it includes a formwork, the back side of the formwork has an outer convex edge near the edge, and the inner convex edge is used to separate the outer convex edge into a uniform square shape. , a connecting through hole is opened on the outer convex edge, a plurality of bolts pass through the connecting through hole to connect and fix the adjacent templates, a plurality of jacks are opened on the template, and the relatively distributed templates use steel bars to pass through the jacks, and the steel bars pass through the jacks. There are external threads at both ends, and the two ends of the steel bar are locked on the formwork on the opposite sides with nuts.
进一步的,所述模板上横向分布有弧形凹槽,相邻模板的弧形凹槽中置入有截面呈圆形的架杆,架杆的两端套有锁紧件,锁紧件具有中间的弧形凹部和两侧的螺栓连接部,螺栓连接部上带有螺栓通孔,T形杆穿过一侧锁紧件上的螺栓通孔进入到另一侧锁紧件的螺栓通孔并采用螺母锁紧。Further, arc-shaped grooves are distributed laterally on the template, and a frame rod with a circular cross-section is placed in the arc-shaped groove of the adjacent template. The arc-shaped recess in the middle and the bolt connection parts on both sides, the bolt connection part has bolt through holes, and the T-shaped rod passes through the bolt through holes on one side of the locking piece and enters into the bolt through holes of the other side locking piece And use nut locking.
进一步的,所述模板至少一侧嵌设有密封条。Further, at least one side of the template is embedded with a sealing strip.
进一步的,所述模板上带有铰接环,模板配置有撑杆,撑杆上端与所述铰接环铰接,下端支撑于地面,所述撑杆包括上撑杆和下撑杆,上撑杆和下撑杆共同插入于液压缸内,液压缸内有液压腔,上撑杆和下撑杆进入液压腔的一端均具有活塞,所述液压缸与液压泵连接,液压泵向液压腔输送液压油时将上撑杆和下撑杆撑开以形成对模板的支承。Further, the template is provided with a hinge ring, the template is configured with a strut, the upper end of the strut is hinged with the hinge ring, and the lower end is supported on the ground, the strut includes an upper strut and a lower strut, the upper strut and the The lower struts are inserted into the hydraulic cylinder together, and there is a hydraulic chamber in the hydraulic cylinder. The ends of the upper and lower struts that enter the hydraulic chamber have pistons. The hydraulic cylinder is connected with the hydraulic pump, and the hydraulic pump delivers hydraulic oil to the hydraulic chamber. The upper and lower struts are stretched apart to form a support for the formwork.
进一步的,所述地面采用螺钉打设并固定有固定件,固定件上设置有铰接环,所述撑杆下端与固定件上的铰接环铰接。Further, the ground is screwed and fixed with a fixing piece, the fixing piece is provided with a hinge ring, and the lower end of the strut is hinged with the hinge ring on the fixing piece.
本发明的技术效果如下:The technical effect of the present invention is as follows:
1、本发明的模板采用内凸沿和外凸沿对模板进行加固,相邻模板采用螺栓连接在外凸沿的连接通孔处形成紧密且固定的配合,有利于快速安装形成需要的浇筑腔体形态,尤其适用于地下室等承压较大的混凝土层的浇筑,并且上述模板的拼接方式灵活,能够适应于各种形状;1. The formwork of the present invention adopts the inner convex edge and the outer convex edge to reinforce the formwork, and the adjacent formwork is connected by bolts to form a tight and fixed fit at the connecting through holes of the outer convex edge, which is conducive to quick installation to form the required pouring cavity It is especially suitable for the pouring of concrete layers with high pressure such as basements, and the splicing method of the above-mentioned formwork is flexible and can be adapted to various shapes;
2、模板上开设有多个插孔,相对分布的模板采用钢筋穿过插孔,钢筋两端带有外螺纹,钢筋两端采用螺母锁紧在相对的两侧模板上,浇筑完成后钢筋可以留在混凝土层中,这种锁紧模板的结构简单有效,可以大幅度提升模板连接锁紧的牢固性。2. There are multiple jacks on the formwork. The relatively distributed formwork uses steel bars to pass through the jacks. The two ends of the steel bars have external threads. The two ends of the steel bars are locked on the opposite sides of the formwork with nuts. Left in the concrete layer, the structure of this locking formwork is simple and effective, which can greatly improve the firmness of formwork connection and locking.
3、模板背面横向分布有弧形凹槽,横向排布并连接的多个模板可以采用架杆锁住多个模板,浇筑物前后两侧的架杆可以套上锁紧件,并将前后两侧的锁紧件采用T形杆进行连接锁紧,由此可以进一步将模板箍筋锁住,从而提升模板的承载力;3. Arc grooves are distributed laterally on the back of the formwork. Multiple formworks arranged and connected horizontally can be locked by frame rods. The locking parts on the side are connected and locked by T-shaped rods, which can further lock the stirrups of the formwork, thereby improving the bearing capacity of the formwork;
4、模板配置有撑杆,撑杆上端与所述铰接环铰接,下端支撑于地面,而且还可以通过液压泵向液压腔输送液压油时将上撑杆和下撑杆撑开以形成对模板的更紧的支承,该撑杆对局部承载力要求较高的位置更进一步强化支承,而且能够通过液压泵调控上撑杆和下撑杆的伸缩,适用于各种长度的支承。4. The template is equipped with a strut, the upper end of the strut is hinged with the hinge ring, and the lower end is supported on the ground, and the upper strut and the lower strut can be stretched to form a pair of templates when the hydraulic pump is used to deliver hydraulic oil to the hydraulic chamber. The support is tighter, the support is further strengthened for the position where the local bearing capacity is higher, and the expansion and contraction of the upper and lower support rods can be regulated by the hydraulic pump, which is suitable for supports of various lengths.
附图说明Description of drawings
图1为本发明实施例1提供的模板的背面的结构示意图。FIG. 1 is a schematic structural diagram of the back surface of the template provided in Embodiment 1 of the present invention.
图2为图1的俯视图。FIG. 2 is a top view of FIG. 1 .
图3为图1中的模板拼装后的结构示意图。FIG. 3 is a schematic structural diagram of the assembled template in FIG. 1 .
图4为架杆的两端套有的锁紧件与T形杆连接锁紧的结构示意图。FIG. 4 is a schematic structural diagram of the connection and locking of the locking pieces sleeved at both ends of the frame rod and the T-shaped rod.
图5本发明实施例2提供模板安装示意图,其中模板采用撑杆支承。FIG. 5 provides a schematic diagram of the installation of a formwork in Embodiment 2 of the present invention, wherein the formwork is supported by struts.
具体实施方式Detailed ways
以下结合附图及实施例,对本发明进行进一步详细说明,其中描述的具体实施例仅仅用以解释本发明,并不用于限定本发明。The present invention will be described in further detail below with reference to the accompanying drawings and embodiments, and the specific embodiments described therein are only used to explain the present invention, and are not intended to limit the present invention.
参照图1-4所示,本发明提供的高承载力混凝土浇筑模板快装构造,包括模板1,模板后1侧靠近边沿带有外凸沿2,外凸沿2以内采用内凸沿3分隔成均匀的方格状,所述外凸沿2上开设有连接通孔4,多个螺栓5穿过连接通孔4将相邻的模板1连接固定,模板1上开设有多个插孔6,相对分布的模板1采用钢筋7穿过插孔6,钢筋7两端带有外螺纹,钢筋7两端采用螺母8锁紧在相对的两侧模板1上,模板1至少一侧嵌设有密封条9,相邻模板1连接时密封条9可进一步提升密封性。Referring to Figures 1-4, the high bearing capacity concrete pouring formwork quick-installation structure provided by the present invention includes a formwork 1, the back side of the formwork 1 has an outer convex edge 2 near the edge, and the inner convex edge 2 is separated by an inner convex edge 3. In a uniform square shape, the outer convex edge 2 is provided with connecting through holes 4, a plurality of bolts 5 pass through the connecting through holes 4 to connect and fix the adjacent template 1, and the template 1 is provided with a plurality of sockets 6 , the relatively distributed formwork 1 adopts the steel bar 7 to pass through the jack 6, the two ends of the steel bar 7 have external threads, and the two ends of the steel bar 7 are locked on the opposite side formwork 1 with nuts 8, and at least one side of the formwork 1 is embedded with The sealing strip 9 can further improve the sealing performance when the adjacent templates 1 are connected.
参照图3、图4所示,为了更好的将多个模板1进一步锁紧,所述模板1上横向分布有弧形凹槽10,相邻模板1的弧形凹槽10中置入有截面呈圆形的架杆11,架杆11的两端套有锁紧件12,锁紧件12具有中间的弧形凹部13和两侧的螺栓连接部14,螺栓连接部14上带有螺栓通孔15,T形杆16穿过一侧锁紧件12上的螺栓通孔15进入到另一侧锁紧件12的螺栓通孔15并采用螺母8锁紧。Referring to FIG. 3 and FIG. 4 , in order to further lock multiple templates 1, arc grooves 10 are laterally distributed on the template 1, and arc grooves 10 of adjacent templates 1 are inserted into The frame rod 11 has a circular cross section. The two ends of the frame rod 11 are covered with locking pieces 12. The locking pieces 12 have an arc-shaped concave part 13 in the middle and bolt connection parts 14 on both sides. The bolt connection parts 14 are provided with bolts. The through hole 15 and the T-shaped rod 16 pass through the bolt through hole 15 on the one side locking member 12 and enter into the bolt through hole 15 on the other side locking member 12 and are locked with the nut 8 .
参照图5所示,为了更好的支承模板1以提升模板1局部的承载力,所述模板1上带有铰接环17,模板1配置有撑杆18,撑杆18上端与所述铰接环17铰接,下端支撑于地面,所述地面采用螺钉19打设并固定有固定件20,固定件20上设置有铰接环17,所述撑杆18下端与固定件20上的铰接环17铰接;所述撑杆18包括上撑杆18A和下撑杆18B,上撑杆18A和下撑杆18B共同插入于液压缸21内,液压缸21内有液压腔22,上撑杆18A和下撑杆18B进入液压腔22的一端均具有活塞23,所述液压缸21与液压泵连接,液压泵向液压腔22输送液压油时将上撑杆18A和下撑杆18B撑开以形成对模板1的支承。Referring to FIG. 5 , in order to better support the template 1 to improve the local bearing capacity of the template 1, the template 1 is provided with a hinge ring 17, the template 1 is equipped with a strut 18, and the upper end of the strut 18 is connected to the hinge ring. 17 is hinged, the lower end is supported on the ground, the ground is set with screws 19 and fixed with a fixing piece 20, the fixing piece 20 is provided with a hinged ring 17, and the lower end of the strut 18 is hinged with the hinged ring 17 on the fixing piece 20; The strut 18 includes an upper strut 18A and a lower strut 18B, the upper strut 18A and the lower strut 18B are inserted into the hydraulic cylinder 21 together, and the hydraulic cylinder 21 has a hydraulic chamber 22, the upper strut 18A and the lower strut One end of the 18B entering the hydraulic chamber 22 has a piston 23, and the hydraulic cylinder 21 is connected with a hydraulic pump. When the hydraulic pump delivers hydraulic oil to the hydraulic chamber 22, the upper strut 18A and the lower strut 18B are stretched to form a connection to the template 1. support.
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Cited By (1)
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CN111622492A (en) * | 2020-05-13 | 2020-09-04 | 中铁十七局集团第三工程有限公司 | Reserved exposed reinforced concrete surface side mold and use method thereof |
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CN201649646U (en) * | 2010-04-06 | 2010-11-24 | 北方工业大学 | A support structure for cement formwork |
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Application publication date: 20191129 |