CN205712752U - A kind of grout sleeve and prefabricated component - Google Patents

A kind of grout sleeve and prefabricated component Download PDF

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CN205712752U
CN205712752U CN201620361564.2U CN201620361564U CN205712752U CN 205712752 U CN205712752 U CN 205712752U CN 201620361564 U CN201620361564 U CN 201620361564U CN 205712752 U CN205712752 U CN 205712752U
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sleeve body
sleeve
grout
grouting
steel
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俞大有
陈定球
刘斌
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China Mingsheng Drawin Technology Investment Co Ltd
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China Mingsheng Drawin Technology Investment Co Ltd
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Abstract

This utility model belongs to building engineering field, specifically disclose a kind of grout sleeve and prefabricated component, described grout sleeve includes sleeve body, described sleeve body is provided with grouting mouth and air vent, described sleeve body both ends open, being provided with fixture in the middle part of described sleeve body inner chamber, the internal diameter of described sleeve body is gradually reduced to middle part by two ends, and the inwall of described sleeve body is by the corrugated extension of inward at both ends.This utility model can realize reinforcing bar and the most axially controls and radially position, it is ensured that the positioning precision between reinforcing bar and grout sleeve;Use undulatory inwall, on the one hand, owing to tapering in the middle part of the interior radial direction of sleeve body, it is unfavorable for that grouting material flows to middle part, and undulatory inwall can ensure that grouting material has enough flowing spaces and the effect of water conservancy diversion grouting material, can be effectively improved Grouted density, on the other hand, the concavity and convexity of inwall can be effectively increased, and then increase the gmatjpdumamics between grouting material and sleeve, improve the anchoring strength of reinforcing bar.

Description

一种灌浆套筒及预制件A grouting sleeve and prefabricated parts

技术领域technical field

本实用新型属于建筑工程领域,尤其涉及一种灌浆套筒及预制件。The utility model belongs to the field of construction engineering, in particular to a grouting sleeve and a prefabricated part.

背景技术Background technique

在传统的现浇混凝土结构中,钢筋的连接多采用搭接连接、焊接连接或挤压套筒等机械连接方法,钢筋连接的施工较为复杂,而且必须在浇注混凝土前完成钢筋的连接,无法实现预制件之间钢筋的连接,因而无法进行装配化施工。In the traditional cast-in-place concrete structure, the steel bars are often connected by mechanical connection methods such as lap joints, welded joints or extrusion sleeves. The construction of the steel bar connection is relatively complicated, and the steel bar connection must be completed before pouring the concrete, which cannot The connection of steel bars between prefabricated parts makes it impossible to carry out prefabricated construction.

现有技术中,装配式混凝土建筑预制件之间的钢筋连接需要使用套筒灌浆连接,将两根被连接钢筋插入金属套筒内并向套筒和钢筋之间的空隙内灌注高性能水泥砂浆,水泥砂浆硬化后,三者之间互相嵌固从而实现钢筋的连接。如专利CN 105133795 A公开了一种变径式半灌浆套筒,采用无缝钢管作为主体管,主体管内壁为凹凸面,主体管上端与圆锥管的大直径端相接,圆锥管的小直径端与圆柱管一端相接。上述套筒增加了一个锥形管而起到变径的作用,使得该灌浆套筒易于连接钢筋,并使其变形,使其经过挤压与连接钢筋紧密接触。但上述灌浆套筒中锥形管的设置使得该部分的内径突然变小,由于钢筋具有一定的刚度,很难使得待连接的钢筋在同一直线上,甚至无法将钢筋伸入到套筒的最里面,在受力上存在缺陷。In the prior art, the steel bar connection between the prefabricated concrete building parts needs to be connected by sleeve grouting. The two connected steel bars are inserted into the metal sleeve and high-performance cement mortar is poured into the gap between the sleeve and the steel bar. After the cement mortar is hardened, the three are embedded with each other to realize the connection of the steel bars. For example, the patent CN 105133795 A discloses a variable-diameter semi-grouting sleeve, which uses a seamless steel pipe as the main pipe, and the inner wall of the main pipe is a concave-convex surface. The upper end of the main pipe is connected to the large diameter end of the conical pipe, and the small diameter The end is connected to one end of the cylindrical tube. A tapered tube is added to the above sleeve to reduce the diameter, so that the grouting sleeve is easy to connect and deform the steel bar so that it is squeezed into close contact with the connected steel bar. However, the setting of the tapered tube in the above-mentioned grouting sleeve makes the inner diameter of this part suddenly smaller. Because the steel bar has a certain rigidity, it is difficult to make the steel bar to be connected on the same straight line, and it is even impossible to extend the steel bar to the end of the sleeve. Inside, there are defects in the force.

综上所述,亟需开发一种能够实现钢筋的轴向控制和径向定位,保证钢筋与灌浆套筒之间的定位精度,受力合理,同时可有效提高灌浆密实度的灌浆套筒。To sum up, there is an urgent need to develop a grouting sleeve that can realize the axial control and radial positioning of the steel bar, ensure the positioning accuracy between the steel bar and the grouting sleeve, the force is reasonable, and the grouting density can be effectively improved.

实用新型内容Utility model content

本实用新型的目的是提供一种能够实现钢筋的轴向控制和径向定位,保证钢筋与灌浆套筒之间的定位精度,受力合理,同时可有效提高灌浆密实度的灌浆套筒,以及应用有该灌浆套筒的预制件。The purpose of this utility model is to provide a grouting sleeve that can realize the axial control and radial positioning of the steel bar, ensure the positioning accuracy between the steel bar and the grouting sleeve, the force is reasonable, and the grouting density can be effectively improved at the same time, and Apply the preform with the grout sleeve.

上述目的是通过如下技术方案实现:一种灌浆套筒,包括套筒本体,所述套筒本体上设有灌浆口和排气口,所述套筒本体两端开口,所述套筒本体内腔中部设有固定件,所述套筒本体的内径由两端向中部逐渐缩小,所述套筒本体的内壁由端部向内呈波纹状延伸。此处所述的套筒本体的内径由两端向中部逐渐变小是指在整体趋势上,其内径由两端向中部逐渐变小,并不完全适用于套筒本体的局部的内径变化,反映的是套筒本体的内径的整体变化趋势。灌浆套筒应用时,在预制件的制作过程中,将灌浆套筒预埋于预制件中,预埋钢筋穿过套筒本体的一端与固定件相连,套筒本体的另一端朝预制件外连通,在进行钢筋对接时,钢筋伸入至套筒本体内腔,由于套筒本体的内径由端部向中部逐渐变小,钢筋进入内腔后,钢筋的端头在套筒本体内壁的约束下向固定件移动,直至钢筋的端部与固定件相连,如此,在钢筋的对接过程中,套筒本体能够对钢筋实现精确的轴向控制,实现径向定位,保证钢筋与灌浆套筒之间的定位精度,优选情况下,即固定件的中心点在套筒本体的内腔的中心线上时,可使得套筒本体两端对接的钢筋在同一直线上,合理受力;同时可使钢筋位于内腔的中心部,这样在灌浆后钢筋四周的灌浆料的厚度保持一致,提高灌浆密实度,增加灌浆料对钢筋的握裹力。应当理解,所述套筒本体内腔的最小内径应当略大于钢筋的直径。The above purpose is achieved through the following technical solutions: a grouting sleeve, including a sleeve body, the sleeve body is provided with a grouting port and an exhaust port, the two ends of the sleeve body are open, and the inside of the sleeve body is A fixing piece is provided in the middle of the cavity, the inner diameter of the sleeve body gradually decreases from both ends to the middle, and the inner wall of the sleeve body extends inwards in a corrugated shape from the ends. The internal diameter of the sleeve body described here gradually decreases from both ends to the middle, which means that in the overall trend, the inner diameter gradually decreases from both ends to the middle, which is not completely applicable to the local change of the inner diameter of the sleeve body. It reflects the overall change trend of the inner diameter of the sleeve body. When the grouting sleeve is applied, the grouting sleeve is pre-embedded in the prefabricated part during the production process of the prefabricated part. The pre-embedded steel bar passes through one end of the sleeve body and is connected with the fixing part, and the other end of the sleeve body faces outside the prefabricated part. When the steel bar is connected, the steel bar extends into the inner cavity of the sleeve body. Since the inner diameter of the sleeve body gradually decreases from the end to the middle, after the steel bar enters the inner cavity, the end of the steel bar is restrained by the inner wall of the sleeve body. Move down to the fixing piece until the end of the steel bar is connected with the fixing piece. In this way, during the butt joint process of the steel bar, the sleeve body can achieve precise axial control of the steel bar, realize radial positioning, and ensure the distance between the steel bar and the grouting sleeve. The positioning accuracy between them, under optimal conditions, that is, when the center point of the fixing part is on the center line of the inner cavity of the sleeve body, the steel bars butted at both ends of the sleeve body can be on the same straight line, and the force can be reasonably stressed; at the same time, it can be used The steel bar is located in the center of the inner cavity, so that the thickness of the grouting material around the steel bar remains consistent after grouting, the density of the grouting is improved, and the gripping force of the grouting material on the steel bar is increased. It should be understood that the minimum inner diameter of the inner cavity of the sleeve body should be slightly larger than the diameter of the steel bar.

采用波纹状的内壁,一方面,由于套筒本体的内径向中部逐渐变小,不利于灌浆料向中部流动,而波纹状的内壁可保证灌浆料有足够的流动空间以及导流灌浆料的作用,可有效提高灌浆密实度,另一方面,可有效增加内壁的凹凸性,进而增加灌浆料与套筒之间的咬合力,提高钢筋的锚固强度。The corrugated inner wall is used. On the one hand, because the inner diameter of the sleeve body gradually becomes smaller in the middle, it is not conducive to the flow of the grouting material to the middle, and the corrugated inner wall can ensure that the grouting material has enough flow space and the function of diverting the grouting material , can effectively improve the grouting density, on the other hand, can effectively increase the concavo-convexity of the inner wall, thereby increasing the bite force between the grouting material and the sleeve, and improving the anchoring strength of the steel bar.

进一步,所述套筒本体端部内腔的底部设有环形凸起。由于套筒本体的内径由端部向内逐渐变小,灌浆的过程中,灌浆料易先向开口外端溢流,在套筒本体端部内腔的底部设置环形凸起,这样对灌浆料起到一定的阻挡作用,使得灌浆料能够先顺利的向套筒本体内部流动,可提高灌浆密实度。Further, the bottom of the inner cavity at the end of the sleeve body is provided with an annular protrusion. Since the inner diameter of the sleeve body gradually decreases from the end to the inside, the grouting material tends to overflow to the outer end of the opening during the grouting process, and an annular protrusion is set at the bottom of the inner cavity at the end of the sleeve body, so that the grouting material is not affected. With a certain blocking effect, the grouting material can flow smoothly to the inside of the sleeve body first, which can improve the grouting density.

进一步,所述套筒本体的内壁在中部开设有环形凹槽。如此设置,可使得套筒本体在中部的内径明显增大,以保证灌浆料向中部流动时有足够的流动空间,保证灌浆料注满整个内腔,提高灌浆密实度,同时这部分灌浆料的厚度增大,增加灌浆料对钢筋的握裹力,形成一段加强区。另外,当灌浆料成型后,套筒本体的内腔内形成与内腔形状一致的灌浆层,即灌浆层在环形凹槽处的直径大于套筒本体端部的直径,增加了套筒内的结合部的抗剪切力的能力和抗拉强度,故结合部位的整体性更好。Further, the inner wall of the sleeve body is provided with an annular groove in the middle. With such setting, the inner diameter of the sleeve body in the middle can be significantly increased to ensure sufficient flow space for the grouting material to flow to the middle, to ensure that the grouting material fills the entire inner cavity, and to improve the grouting density. As the thickness increases, the grip force of the grouting material on the steel bar is increased, forming a reinforced area. In addition, when the grouting material is formed, a grouting layer consistent with the shape of the inner cavity is formed in the inner cavity of the sleeve body, that is, the diameter of the grouting layer at the annular groove is larger than the diameter of the end of the sleeve body, which increases the grouting layer in the sleeve. The ability to resist shear force and the tensile strength of the joint, so the integrity of the joint is better.

进一步,所述环形凹槽处内腔的内径由两端向中部逐渐增大。如此设置,可使得套筒本体在中部的内径向外向里逐渐增大,有利于引导灌浆料向中部流动,同时保证足够的流动空间,提高灌浆密实度,同时这部分灌浆料的厚度增大,增加灌浆料对钢筋的握裹力,形成一段加强区。Further, the inner diameter of the inner cavity at the annular groove gradually increases from both ends to the middle. Such setting can make the inner diameter of the sleeve body gradually increase from the outside to the inside in the middle part, which is beneficial to guide the grouting material to flow to the middle part, and at the same time ensure enough flow space and improve the grouting density. At the same time, the thickness of this part of the grouting material increases. Increase the grip force of the grouting material on the steel bar to form a reinforced area.

进一步,所述套筒本体的内壁上设有钢瓣。钢瓣的设置增大了套筒本体整体刚度,满足刚度的前提下,可以适当减少套筒本体壁厚,节省材料。同时在外径相同的情况下减少壁厚,增加了灌浆料,使得灌浆更加密实,钢筋与套筒本体整体的粘结性能更强。优选钢瓣设置方向与内腔轴向方向一致。此外,灌入的浆体在套筒本体内形成与套筒内空及钢瓣相匹配的锁固结构,大幅度提高了钢筋的锚固可靠性。应当理解,所述钢瓣可以是与套筒本体整体浇筑成型,也可是切割加工成型,也可以是施工过程中安装在套筒本体内腔内,与套筒本体活动连接。当然,钢瓣设置位置不与灌浆口和排气孔所设部位重叠。Further, steel petals are provided on the inner wall of the sleeve body. The setting of the steel valve increases the overall rigidity of the sleeve body. Under the premise of satisfying the rigidity, the wall thickness of the sleeve body can be appropriately reduced to save materials. At the same time, in the case of the same outer diameter, the wall thickness is reduced, and the grouting material is increased, so that the grouting is more compact, and the overall bonding performance between the steel bar and the sleeve body is stronger. Preferably, the direction in which the steel flap is arranged is consistent with the axial direction of the inner cavity. In addition, the poured slurry forms a locking structure in the sleeve body that matches the inner space of the sleeve and the steel flap, which greatly improves the anchoring reliability of the steel bar. It should be understood that the steel flap can be cast integrally with the sleeve body, cut and processed, or installed in the inner cavity of the sleeve body during construction and flexibly connected with the sleeve body. Of course, the position of the steel flap does not overlap with the position of the grouting port and the exhaust hole.

进一步,所述套筒本体的内壁上设两瓣以上的钢瓣,优选,所述套筒本体的内壁上对称设有3瓣或4瓣钢瓣。钢瓣瓣数的设置主要根据套筒本体的大小而定,钢瓣可采用两瓣、三瓣等瓣数,使得套筒本体的调节空间更大。Further, more than two steel petals are provided on the inner wall of the sleeve body, preferably, three or four steel petals are symmetrically provided on the inner wall of the sleeve body. The setting of the number of steel petals is mainly determined by the size of the sleeve body. The number of steel petals can be two petals, three petals, etc., so that the adjustment space of the sleeve body is larger.

进一步,所述钢瓣之间沿套筒本体的内腔周向的距离小于待连接钢筋的直径。如此设置,避免施工钢筋对接时钢筋插入钢瓣之间的接缝中,实现不了对接,加大施工难度。Further, the distance between the steel petals along the circumference of the inner cavity of the sleeve body is smaller than the diameter of the steel bars to be connected. Such setting prevents the steel bars from being inserted into the seams between the steel flaps when the construction steel bars are butt-jointed, which will make the joint impossible and increase the difficulty of construction.

进一步,所述钢瓣上开设过浆孔或导浆槽。过浆孔或导浆槽的设置一方面保证灌浆料向中部流动时有足够的流动空间,充实整个灌浆套筒,同时可将钢瓣之间的间隙中的灌浆料连接成整体,增加套筒本体与灌浆料之间的结合力,灌浆料的整体性更强,进而有效增加灌浆料对钢筋的握裹力。Further, the steel flap is provided with slurry holes or slurry guide grooves. On the one hand, the setting of the grout hole or the grout guide groove ensures that the grouting material has enough flow space when it flows to the middle, and enriches the entire grouting sleeve; The bonding force between the body and the grouting material is stronger, and the integrity of the grouting material is stronger, thereby effectively increasing the gripping force of the grouting material on the steel bar.

进一步,所述钢瓣为螺旋状。钢瓣采用螺旋式,可增大其与灌浆料之间的咬合力,同时一定程度上引导灌浆料流动,有效提高灌浆密实度。Further, the steel flap is helical. The steel flap adopts a spiral type, which can increase the bite force between it and the grouting material, and at the same time guide the flow of the grouting material to a certain extent, effectively improving the grouting density.

进一步,所述过浆孔或导浆槽沿套筒的周向设置。如此,通过过浆孔或导浆槽将钢瓣之间的间隙连通。Further, the slurry passing holes or slurry guiding grooves are arranged along the circumference of the sleeve. In this way, the gaps between the steel flaps are communicated through the grout holes or grout guide grooves.

进一步,所述钢瓣上设有凹槽或凸起。钢瓣的上设置一定深度的凹槽或凸起,可增加钢瓣与灌浆料之间的接触面积,以增大其与灌浆料之间的咬合力,使得钢筋与套筒之间传力更加均匀。应当理解,所述凹槽或凸起可以设置在钢瓣的侧壁和/或内壁上,所述凹槽或凸起可以是横向、竖向或环形设置。如果开设凹槽,可以是设置在钢瓣侧壁的中部或侧壁靠近套筒本体壁的一端,尤其是将凹槽开设在钢瓣侧壁靠近套筒本体壁的一端,可增大灌浆料的灌浆空间,并同时增加钢瓣、套筒内壁与灌浆料的接触面积。Further, the steel flap is provided with grooves or protrusions. A certain depth of groove or protrusion is set on the steel flap, which can increase the contact area between the steel flap and the grouting material, so as to increase the bite force between it and the grouting material, and make the force transmission between the steel bar and the sleeve more efficient. uniform. It should be understood that the grooves or protrusions can be arranged on the side wall and/or the inner wall of the steel flap, and the grooves or protrusions can be arranged horizontally, vertically or annularly. If a groove is provided, it can be set in the middle of the side wall of the steel flap or at the end of the side wall close to the wall of the sleeve body, especially if the groove is opened at the end of the side wall of the steel flap close to the wall of the sleeve body, the grouting material can be increased. grouting space, and at the same time increase the contact area between the steel flap, the inner wall of the sleeve and the grouting material.

进一步,。如此,可以保证套筒两侧钢筋的连接和固定。further,. In this way, the connection and fixation of the steel bars on both sides of the sleeve can be guaranteed.

进一步,所述套筒本体外表面为粗糙面。当灌浆套筒作为预埋件时,套筒本体外表面采用粗糙表面,增加了灌浆套筒与混凝土之间的锚固力。Further, the outer surface of the sleeve body is a rough surface. When the grouting sleeve is used as an embedded part, the outer surface of the sleeve body adopts a rough surface, which increases the anchoring force between the grouting sleeve and the concrete.

进一步,所述套筒本体的端部设有封口装置,所述封口装置设有穿接孔。如此设置,避免了灌浆料在凝结硬化前从套筒本体端部溢出。使用时,先将钢筋穿过封口装置上的穿接孔,完成钢筋的对接后进行封口,然后进行灌浆操作。Further, the end of the sleeve body is provided with a sealing device, and the sealing device is provided with a penetration hole. Such arrangement prevents the grouting material from overflowing from the end of the sleeve body before setting and hardening. When in use, first pass the steel bar through the piercing hole on the sealing device, seal the steel bar after the butt joint of the steel bar, and then perform the grouting operation.

进一步,所述封口装置为弹性密封圈。Further, the sealing device is an elastic sealing ring.

进一步,所述封口装置与套筒本体采用螺纹或卡接件连接。如此,封口装置与套筒本体形成可靠连接,可避免在灌浆过程中,由于灌浆料的冲击力和其本身的重力而顶开封口装置的现象出现。Further, the sealing device is connected with the sleeve body by threads or clips. In this way, the sealing device and the sleeve body form a reliable connection, which can avoid the phenomenon that the sealing device is pushed open due to the impact force of the grouting material and its own gravity during the grouting process.

进一步,所述封口装置的两侧壁设置有锚固凸起。如此设置,封口装置可与其两侧的灌浆料和现浇层形成一定的锚固力,间接加强套筒本体与二者的连接。Further, the two side walls of the sealing device are provided with anchoring protrusions. In this way, the sealing device can form a certain anchoring force with the grouting material on both sides and the cast-in-place layer, and indirectly strengthen the connection between the sleeve body and the two.

进一步,所述封口装置为锁紧套,所述锁紧套与所述套筒本体端部的内腔过盈配合,所述锁紧套为软钢或弹簧钢制备。如此设置,完成钢筋的对接后,封口时,将锁紧套往里推,由于套筒本体的内径由端部向中部逐渐变小,导致锁紧套发生弹性形变,进而紧紧的将钢筋锁住,可使钢筋在灌浆过程中不在发生摆动。Further, the sealing device is a locking sleeve, and the locking sleeve is in interference fit with the inner cavity at the end of the sleeve body, and the locking sleeve is made of mild steel or spring steel. In this way, after the butt joint of the steel bar is completed, the locking sleeve is pushed inward when sealing. Since the inner diameter of the sleeve body gradually decreases from the end to the middle, the locking sleeve is elastically deformed, and then the steel bar is locked tightly. Live, so that the steel bars will not swing during the grouting process.

进一步,所述锁紧套的端部开设有切口。如此设置,有利于锁紧套发生形变。应当理解,所述切口可以设置在锁紧套的任意一端或两端。Further, the end of the locking sleeve is provided with a cutout. Such setting is beneficial to the deformation of the locking sleeve. It should be understood that the cutout can be provided at any one end or both ends of the locking sleeve.

进一步,所述钢瓣之间的套筒本体内壁设有凹槽。如此设置,增大灌浆空间的同时增大套筒本体内壁与灌浆料之间的咬合力,增加套筒本体结合部位的整体抗拉或抗剪切力的能力。所述凹槽优选设置为环形,即沿套筒本体内腔的周向设置。Further, grooves are provided on the inner wall of the sleeve body between the steel flaps. Such setting increases the grouting space and at the same time increases the bite force between the inner wall of the sleeve body and the grouting material, and increases the overall resistance to tensile or shear force of the joint portion of the sleeve body. The groove is preferably arranged in a ring shape, that is, arranged along the circumference of the inner cavity of the sleeve body.

进一步,所述套筒本体外表面设有环形刻槽。如此设置,增加了套筒本体与混凝土的接触面积,增加灌浆套筒与混凝土之间的锚固力。Further, the outer surface of the sleeve body is provided with an annular groove. Such arrangement increases the contact area between the sleeve body and concrete, and increases the anchoring force between the grouting sleeve and concrete.

进一步,所述套筒本体的两端设置成斜口。如此设置,增加端部内腔的直径,同时斜口还能起到导向作用,有利于钢筋的插入实现对接。Further, both ends of the sleeve body are provided with oblique openings. With such arrangement, the diameter of the inner cavity at the end is increased, and at the same time, the bevel can also play a guiding role, which is beneficial to the insertion of steel bars to achieve butt joint.

为达到上述目的,本实用新型还提供一种预制件,所述预制件预埋有预埋钢筋和上述任意一项所述的灌浆套筒,所述预埋钢筋与固定件相连。如此设置,预制件预埋有灌浆套筒,通过灌浆套筒与待组装预制件的伸出钢筋相连,然后灌浆固定,实现预制件的对接安装。To achieve the above purpose, the utility model also provides a prefabricated part, the prefabricated part is pre-embedded with pre-embedded steel bars and the grouting sleeve described in any one of the above, and the pre-embedded steel bars are connected with the fixing parts. In this way, the prefabricated part is pre-embedded with a grouting sleeve, which is connected with the protruding steel bars of the prefabricated part to be assembled through the grouting sleeve, and then fixed by grouting to realize the butt joint installation of the prefabricated part.

附图说明Description of drawings

构成本实用新型的一部分的附图用来提供对本实用新型的进一步理解,本实用新型的示意性实施例及其说明用于解释本实用新型,并不构成对本实用新型的不当限定。The accompanying drawings constituting a part of the utility model are used to provide a further understanding of the utility model, and the schematic embodiments of the utility model and their descriptions are used to explain the utility model, and do not constitute improper limitations to the utility model.

图1~5分别为本实用新型一种实施方式所涉及的灌浆套筒的正面剖视图;Figures 1 to 5 are front sectional views of the grouting sleeve involved in an embodiment of the present invention;

图6~9分别为本实用新型一种实施方式所涉及的灌浆套筒的固定件左侧剖面图;Figures 6 to 9 are the left side sectional views of the fixing part of the grouting sleeve involved in an embodiment of the present invention;

图10为本实用新型另一种实施方式所涉及的灌浆套筒的正面剖视图;Fig. 10 is a front sectional view of a grouting sleeve related to another embodiment of the present invention;

图11和12分别为本实用新型另一种实施方式所涉及的灌浆套筒的固定件左侧剖面图;Figures 11 and 12 are left side sectional views of the fixing part of the grouting sleeve involved in another embodiment of the present invention;

图13和14分别为本实用新型另一种实施方式所涉及的灌浆套筒的固定件右侧剖面图Figures 13 and 14 are cross-sectional views on the right side of the fixing part of the grouting sleeve involved in another embodiment of the present invention

图15为本实用新型另一种实施方式所涉及的灌浆套筒的正面剖视图;Fig. 15 is a front sectional view of a grouting sleeve related to another embodiment of the present invention;

图16为本实用新型一种实施方式所涉及的锁紧套的结构示意图;Fig. 16 is a schematic structural diagram of a locking sleeve involved in an embodiment of the present invention;

图17为本实用新型一种实施方式所涉及的预制件结构示意图;Fig. 17 is a schematic structural diagram of a prefabricated part involved in an embodiment of the present invention;

图18为本实用新型一种实施方式所涉及的预制件对接状态示意图。Fig. 18 is a schematic diagram of the docking state of the prefabricated parts involved in an embodiment of the present invention.

图中:In the picture:

1 套筒本体 2 灌浆口 3 排气口 4 固定件1 Socket body 2 Grout port 3 Vent port 4 Fixing

5 内腔 6 环形凸起 7 环形凹槽 8 钢瓣5 Internal cavity 6 Annular protrusion 7 Annular groove 8 Steel flap

9 过浆孔 11 钢瓣内壁 13 钢筋 14 灌浆料9 Grouting hole 11 Steel flap inner wall 13 Steel bar 14 Grouting material

15 凸起 16 凹槽 17 封口装置 18 锁紧套15 Protrusion 16 Groove 17 Closing device 18 Locking sleeve

19 穿接孔 20 切口 21 预制件 22 预埋钢筋19 piercing hole 20 cutout 21 prefabricated part 22 pre-embedded reinforcement

具体实施方式detailed description

下面结合附图对本实用新型进行详细描述,本部分的描述仅是示范性和解释性,不应对本实用新型的保护范围有任何的限制作用。此外,本领域技术人员根据本文件的描述,可以对本文件中实施例中以及不同实施例中的特征进行相应组合。The utility model will be described in detail below in conjunction with the accompanying drawings. The description in this part is only exemplary and explanatory, and should not have any limiting effect on the protection scope of the utility model. In addition, those skilled in the art can make corresponding combinations of features in the embodiments in this document and in different embodiments according to the descriptions in this document.

本实用新型实施例如下,参照图1,一种灌浆套筒,包括套筒本体1,所述套筒本体1上设有灌浆口2和排气口3,所述套筒本体1两端开口,所述套筒本体1内腔5中部设有固定件4,所述套筒本体1的内径由两端向中部逐渐缩小,所述套筒本体1的内壁由端部向内呈波纹状延伸。此处所述的套筒本体1的内径由两端向中部逐渐变小是指在整体趋势上,其内径由两端向中部逐渐变小,并不完全适用于套筒本体1的局部的内径变化,反映的是套筒本体1的内径的整体变化趋势。灌浆套筒应用时,在预制件21的制作过程中,将灌浆套筒预埋于预制件21中,预埋钢筋2213穿过套筒本体1的一端与固定件4相连,套筒本体1的另一端朝预制件21外连通,在进行钢筋13对接时,钢筋13伸入至套筒本体1内腔5,由于套筒本体1的内径由端部向中部逐渐变小,钢筋13进入内腔5后,钢筋13的端头在套筒本体1内壁的约束下向固定件4移动,直至钢筋13的端部与固定件4相连,如此,在钢筋13的对接过程中,套筒本体1能够对钢筋13实现精确的轴向控制,实现径向定位,保证钢筋13与灌浆套筒之间的定位精度,优选情况下,即固定件4的中心点在套筒本体1的内腔5的中心线上时,可使得套筒本体1两端对接的钢筋13在同一直线上,合理受力;同时可使钢筋13位于内腔5的中心部,这样在灌浆后钢筋13四周的灌浆料14的厚度保持一致,提高灌浆密实度,增加灌浆料14对钢筋13的握裹力。应当理解,所述套筒本体1内腔5的最小内径应当略大于钢筋13的直径。Embodiments of the present utility model are as follows, referring to Fig. 1, a grouting sleeve includes a sleeve body 1, the sleeve body 1 is provided with a grouting port 2 and an exhaust port 3, and the sleeve body 1 is open at both ends , the middle part of the inner cavity 5 of the sleeve body 1 is provided with a fixing part 4, the inner diameter of the sleeve body 1 gradually decreases from both ends to the middle, and the inner wall of the sleeve body 1 extends inwards in a corrugated shape from the end . The inner diameter of the sleeve body 1 described here gradually decreases from both ends to the middle, which means that the inner diameter gradually decreases from both ends to the middle in the overall trend, and it is not completely applicable to the local inner diameter of the sleeve body 1 The change reflects the overall change trend of the inner diameter of the sleeve body 1 . When the grouting sleeve is applied, the grouting sleeve is pre-embedded in the prefabricated part 21 during the production process of the prefabricated part 21, and the pre-embedded steel bar 2213 passes through one end of the sleeve body 1 and is connected with the fixing part 4, and the end of the sleeve body 1 The other end communicates with the outside of the prefabricated part 21. When the steel bar 13 is docked, the steel bar 13 extends into the inner cavity 5 of the sleeve body 1. Since the inner diameter of the sleeve body 1 gradually decreases from the end to the middle, the steel bar 13 enters the inner cavity. After 5, the end of the reinforcing bar 13 moves towards the fixing part 4 under the constraint of the inner wall of the sleeve body 1 until the end of the reinforcing bar 13 is connected with the fixing part 4. In this way, during the butt joint process of the reinforcing bar 13, the sleeve body 1 can Accurate axial control of the steel bar 13, radial positioning, and positioning accuracy between the steel bar 13 and the grouting sleeve, preferably, the center point of the fixing member 4 is at the center of the inner cavity 5 of the sleeve body 1 When it is on the line, the steel bars 13 that are docked at the two ends of the sleeve body 1 can be on the same straight line, and can be reasonably stressed; at the same time, the steel bars 13 can be positioned at the center of the inner cavity 5, so that the grouting material 14 around the steel bars 13 after grouting The thickness remains consistent, the grouting compactness is improved, and the gripping force of the grouting material 14 on the steel bar 13 is increased. It should be understood that the minimum inner diameter of the inner cavity 5 of the sleeve body 1 should be slightly larger than the diameter of the steel bar 13 .

采用波纹状的内壁,一方面,由于套筒本体1的内径向中部逐渐变小,不利于灌浆料14向中部流动,而波纹状的内壁可保证灌浆料14有足够的流动空间以及导流灌浆料14的作用,可有效提高灌浆密实度,另一方面,可有效增加内壁的凹凸性,进而增加灌浆料14与套筒之间的咬合力,提高钢筋13的锚固强度。The corrugated inner wall is used. On the one hand, since the inner diameter of the sleeve body 1 gradually becomes smaller in the middle, it is not conducive to the flow of the grouting material 14 to the middle, and the corrugated inner wall can ensure that the grouting material 14 has enough flow space and diversion grouting The effect of the grouting material 14 can effectively improve the grouting compactness. On the other hand, it can effectively increase the concavo-convexity of the inner wall, thereby increasing the bite force between the grouting material 14 and the sleeve, and improving the anchoring strength of the steel bar 13.

在上述实施例的基础上,本发明另一实施例中,如图2,所述套筒本体1端部内腔5的底部设有环形凸起6。由于套筒本体1的内径由端部向内逐渐变小,灌浆的过程中,灌浆料14易先向开口外端溢流,在套筒本体1端部内腔5的底部设置环形凸起6,这样对灌浆料14起到一定的阻挡作用,使得灌浆料14能够先顺利的向套筒本体1内部流动,可提高灌浆密实度。On the basis of the above embodiments, in another embodiment of the present invention, as shown in FIG. 2 , the bottom of the inner cavity 5 at the end of the sleeve body 1 is provided with an annular protrusion 6 . Since the inner diameter of the sleeve body 1 gradually decreases from the end to the inside, during the grouting process, the grouting material 14 tends to overflow to the outer end of the opening first, and an annular protrusion 6 is arranged at the bottom of the inner cavity 5 at the end of the sleeve body 1, In this way, the grouting material 14 can be blocked to a certain extent, so that the grouting material 14 can flow smoothly to the inside of the sleeve body 1 first, and the grouting compactness can be improved.

在上述实施例的基础上,本发明另一实施例中,如图3,所述套筒本体1的内壁在中部开设有环形凹槽7。如此设置,可使得套筒本体1在中部的内径明显增大,以保证灌浆料14向中部流动时有足够的流动空间,保证灌浆料14注满整个内腔5,提高灌浆密实度,同时这部分灌浆料14的厚度增大,增加灌浆料14对钢筋13的握裹力,形成一段加强区。另外,当灌浆料14成型后,套筒本体1的内腔5内形成与内腔5形状一致的灌浆层,即灌浆层在环形凹槽7处的直径大于套筒本体1端部的直径,增加了套筒内的结合部的抗剪切力的能力和抗拉强度,故结合部位的整体性更好。On the basis of the above embodiments, in another embodiment of the present invention, as shown in FIG. 3 , the inner wall of the sleeve body 1 is provided with an annular groove 7 in the middle. With such arrangement, the inner diameter of the sleeve body 1 in the middle part can be significantly increased, so as to ensure that the grouting material 14 has enough flow space when it flows to the middle part, ensures that the grouting material 14 fills the entire inner cavity 5, and improves the grouting density. The thickness of part of the grouting material 14 increases, which increases the gripping force of the grouting material 14 on the steel bar 13, forming a section of reinforcement. In addition, after the grouting material 14 is formed, a grouting layer consistent with the shape of the inner cavity 5 is formed in the inner cavity 5 of the sleeve body 1, that is, the diameter of the grouting layer at the annular groove 7 is larger than the diameter of the end of the sleeve body 1, The ability to resist shear force and the tensile strength of the joint in the sleeve are increased, so the integrity of the joint is better.

在上述实施例的基础上,本发明另一实施例中,如图4,所述环形凹槽7处内腔5的内径由两端向中部逐渐增大。如此设置,可使得套筒本体1在中部的内径向外向里逐渐增大,有利于引导灌浆料14向中部流动,同时保证足够的流动空间,提高灌浆密实度,同时这部分灌浆料14的厚度增大,增加灌浆料14对钢筋13的握裹力,形成一段加强区。On the basis of the above embodiments, in another embodiment of the present invention, as shown in FIG. 4 , the inner diameter of the inner cavity 5 at the annular groove 7 gradually increases from both ends to the middle. Such setting can make the inner diameter of the sleeve body 1 gradually increase from the outside to the inside in the middle part, which is beneficial to guide the grouting material 14 to flow to the middle part, and at the same time ensure enough flow space and improve the grouting compactness. Increase, increase the gripping force of the grouting material 14 on the steel bar 13 to form a section of reinforcement.

在上述实施例的基础上,本发明另一实施例中,如图5,所述套筒本体1的内壁上设有钢瓣8。钢瓣8的设置增大了套筒本体1整体刚度,满足刚度的前提下,可以适当减少套筒本体1壁厚,节省材料。同时在外径相同的情况下减少壁厚,增加了灌浆料14,使得灌浆更加密实,钢筋13与套筒本体1整体的粘结性能更强。优选钢瓣8设置方向与内腔5轴向方向一致。此外,灌入的浆体在套筒本体1内形成与套筒内空及钢瓣8相匹配的锁固结构,大幅度提高了钢筋13的锚固可靠性。应当理解,如图6~9,所述钢瓣8可以是与套筒本体1整体浇筑成型,也可是切割加工成型,也可以是施工过程中安装在套筒本体1内腔5内,与套筒本体1活动连接。当然,钢瓣8设置位置不与灌浆口2和排气孔所设部位重叠。On the basis of the above embodiments, in another embodiment of the present invention, as shown in FIG. 5 , a steel flap 8 is provided on the inner wall of the sleeve body 1 . The setting of the steel flap 8 increases the overall rigidity of the sleeve body 1, and under the premise of satisfying the rigidity, the wall thickness of the sleeve body 1 can be appropriately reduced to save materials. At the same time, under the condition of the same outer diameter, the wall thickness is reduced, and the grouting material 14 is increased, so that the grouting is denser, and the overall bonding performance between the steel bar 13 and the sleeve body 1 is stronger. Preferably, the arrangement direction of the steel flap 8 is consistent with the axial direction of the inner cavity 5 . In addition, the poured slurry forms a locking structure in the sleeve body 1 that matches the inner space of the sleeve and the steel flap 8 , which greatly improves the anchoring reliability of the steel bar 13 . It should be understood that, as shown in Figures 6-9, the steel flap 8 can be integrally cast with the sleeve body 1, or can be cut and processed, or can be installed in the inner cavity 5 of the sleeve body 1 during construction, and be integrated with the sleeve body 1. The cylinder body 1 is flexibly connected. Certainly, the position where the steel flap 8 is set does not overlap with the positions where the grouting port 2 and the vent hole are set.

在上述实施例的基础上,本发明另一实施例中,如图6~9,所述套筒本体1的内壁上设两瓣以上的钢瓣8,优选,所述套筒本体1的内壁上对称设有3瓣或4瓣钢瓣8。钢瓣8瓣数的设置主要根据套筒本体1的大小而定,钢瓣8可采用两瓣、三瓣等瓣数,使得套筒本体1的调节空间更大。On the basis of the above embodiments, in another embodiment of the present invention, as shown in Figures 6 to 9, the inner wall of the sleeve body 1 is provided with more than two steel petals 8, preferably, the inner wall of the sleeve body 1 Three or four steel petals 8 are arranged symmetrically on the top. The setting of the number of 8 steel petals is mainly determined according to the size of the sleeve body 1. The number of steel petals 8 can be two petals, three petals, etc., so that the adjustment space of the sleeve body 1 is larger.

在上述实施例的基础上,本发明另一实施例中,如图6,所述钢瓣8之间沿套筒本体1的内腔5周向的距离小于待连接钢筋13的直径。如此设置,避免施工钢筋13对接时钢筋13插入钢瓣8之间的接缝中,实现不了对接,加大施工难度。On the basis of the above embodiments, in another embodiment of the present invention, as shown in FIG. 6 , the distance between the steel flaps 8 along the circumference of the inner chamber 5 of the sleeve body 1 is smaller than the diameter of the steel bars 13 to be connected. Such arrangement prevents the reinforcement bars 13 from being inserted into the seams between the steel flaps 8 when the construction reinforcement bars 13 are docked, and the docking cannot be realized, which increases the difficulty of construction.

在上述实施例的基础上,本发明另一实施例中,如图10和11,所述钢瓣8上开设过浆孔9或导浆槽。过浆孔9或导浆槽的设置一方面保证灌浆料14向中部流动时有足够的流动空间,充实整个灌浆套筒,同时可将钢瓣8之间的间隙中的灌浆料14连接成整体,增加套筒本体1与灌浆料14之间的结合力,灌浆料14的整体性更强,进而有效增加灌浆料14对钢筋13的握裹力。On the basis of the above embodiments, in another embodiment of the present invention, as shown in Figures 10 and 11, the steel flap 8 is provided with a slurry hole 9 or a slurry guide groove. On the one hand, the setting of the grout hole 9 or the grout guide groove ensures that the grouting material 14 has enough flow space when it flows to the middle, enriches the entire grouting sleeve, and at the same time, the grouting material 14 in the gap between the steel flaps 8 can be connected into a whole , increase the binding force between the sleeve body 1 and the grouting material 14, and the integrity of the grouting material 14 is stronger, thereby effectively increasing the gripping force of the grouting material 14 on the steel bar 13.

在上述实施例的基础上,本发明另一实施例中,如图12,所述钢瓣8为螺旋状。钢瓣8采用螺旋式,可增大其与灌浆料14之间的咬合力,同时一定程度上引导灌浆料14流动,有效提高灌浆密实度。On the basis of the above embodiments, in another embodiment of the present invention, as shown in FIG. 12 , the steel flap 8 is helical. The steel flap 8 adopts a spiral type, which can increase the bite force between it and the grouting material 14, and at the same time guide the grouting material 14 to flow to a certain extent, effectively improving the grouting density.

在上述实施例的基础上,本发明另一实施例中,如图11,所述过浆孔9或导浆槽沿套筒的周向设置。如此,通过过浆孔9或导浆槽将钢瓣8之间的间隙连通。On the basis of the above embodiments, in another embodiment of the present invention, as shown in Fig. 11 , the grout holes 9 or grout guide grooves are arranged along the circumference of the sleeve. In this way, the gaps between the steel petals 8 are communicated through the grout holes 9 or grout guide grooves.

在上述实施例的基础上,本发明另一实施例中,如图13和14,所述钢瓣8上设有凹槽16或凸起15。钢瓣8的上设置一定深度的凹槽16或凸起15,可增加钢瓣8与灌浆料14之间的接触面积,以增大其与灌浆料14之间的咬合力,使得钢筋13与套筒之间传力更加均匀。应当理解,所述凹槽16或凸起15可以设置在钢瓣8的侧壁和/或内壁上,所述凹槽16或凸起15可以是横向、竖向或环形设置。如果开设凹槽16,可以是设置在钢瓣8侧壁的中部或侧壁靠近套筒本体1壁的一端,尤其是将凹槽开设在钢瓣8侧壁靠近套筒本体1壁的一端,可增大灌浆料14的灌浆空间,并同时增加钢瓣8、套筒内壁与灌浆料14的接触面积。On the basis of the above embodiments, in another embodiment of the present invention, as shown in Figures 13 and 14 , the steel flap 8 is provided with grooves 16 or protrusions 15 . A groove 16 or a protrusion 15 of a certain depth is set on the steel flap 8, which can increase the contact area between the steel flap 8 and the grouting material 14, so as to increase the bite force between it and the grouting material 14, so that the steel bar 13 and the grouting material 14 The force transmission between the sleeves is more uniform. It should be understood that the groove 16 or the protrusion 15 can be arranged on the side wall and/or the inner wall of the steel flap 8, and the groove 16 or the protrusion 15 can be arranged horizontally, vertically or annularly. If offer groove 16, can be arranged on the middle part of steel petal 8 side wall or side wall close to an end of sleeve body 1 wall, especially groove is opened in steel petal 8 side wall close to an end of sleeve body 1 wall, The grouting space of the grouting material 14 can be increased, and the contact area between the steel flap 8, the inner wall of the sleeve and the grouting material 14 can be increased at the same time.

在上述实施例的基础上,本发明另一实施例中,如图1,所述固定件4为螺纹连接口或固定螺栓。如此,可以保证套筒两侧钢筋13的连接和固定。On the basis of the above embodiments, in another embodiment of the present invention, as shown in FIG. 1 , the fixing member 4 is a threaded connection port or a fixing bolt. In this way, the connection and fixation of the steel bars 13 on both sides of the sleeve can be ensured.

在上述实施例的基础上,本发明另一实施例中,所述套筒本体1外表面为粗糙面。当灌浆套筒作为预埋件时,套筒本体1外表面采用粗糙表面,增加了灌浆套筒与混凝土之间的锚固力。On the basis of the above embodiments, in another embodiment of the present invention, the outer surface of the sleeve body 1 is a rough surface. When the grouting sleeve is used as an embedded part, the outer surface of the sleeve body 1 adopts a rough surface, which increases the anchoring force between the grouting sleeve and the concrete.

在上述实施例的基础上,本发明另一实施例中,如图15,所述套筒本体1的端部设有封口装置17,所述封口装置17设有穿接孔19。如此设置,避免了灌浆料14在凝结硬化前从套筒本体1端部溢出。使用时,先将钢筋13穿过封口装置17上的穿接孔19,完成钢筋13的对接后进行封口,然后进行灌浆操作。On the basis of the above embodiments, in another embodiment of the present invention, as shown in FIG. 15 , the end of the sleeve body 1 is provided with a sealing device 17 , and the sealing device 17 is provided with a penetration hole 19 . Such arrangement prevents the grouting material 14 from overflowing from the end of the sleeve body 1 before setting and hardening. During use, first pass the reinforcing bar 13 through the piercing hole 19 on the sealing device 17, seal after completing the butt joint of the reinforcing bar 13, and then perform the grouting operation.

在上述实施例的基础上,本发明另一实施例中,所述封口装置17为弹性密封圈。On the basis of the above embodiments, in another embodiment of the present invention, the sealing device 17 is an elastic sealing ring.

在上述实施例的基础上,本发明另一实施例中,所述封口装置17与套筒本体1采用螺纹或卡接件连接。如此,封口装置17与套筒本体1形成可靠连接,可避免在灌浆过程中,由于灌浆料14的冲击力和其本身的重力而顶开封口装置17的现象出现。On the basis of the above-mentioned embodiments, in another embodiment of the present invention, the sealing device 17 is connected to the sleeve body 1 by threads or clips. In this way, the sealing device 17 forms a reliable connection with the sleeve body 1, which can avoid the phenomenon that the sealing device 17 is pushed open due to the impact force of the grouting material 14 and its own gravity during the grouting process.

在上述实施例的基础上,本发明另一实施例中,所述封口装置17的两侧壁设置有锚固凸起。如此设置,封口装置17可与其两侧的灌浆料14和现浇层形成一定的锚固力,间接加强套筒本体1与二者的连接。On the basis of the above embodiments, in another embodiment of the present invention, the two side walls of the sealing device 17 are provided with anchoring protrusions. In this way, the sealing device 17 can form a certain anchoring force with the grouting material 14 on both sides and the cast-in-place layer, and indirectly strengthen the connection between the sleeve body 1 and the two.

在上述实施例的基础上,本发明另一实施例中,如图15和16,所述封口装置17为锁紧套18,所述锁紧套18与所述套筒本体1端部的内腔5过盈配合,所述锁紧套18为软钢或弹簧钢制备。如此设置,完成钢筋13的对接后,封口时,将锁紧套18往里推,由于套筒本体1的内径由端部向中部逐渐变小,导致锁紧套18发生弹性形变,进而紧紧的将钢筋13锁住,可使钢筋13在灌浆过程中不在发生摆动。On the basis of the above embodiments, in another embodiment of the present invention, as shown in Figures 15 and 16, the sealing device 17 is a locking sleeve 18, and the locking sleeve 18 is connected to the inner part of the end of the sleeve body 1. The cavity 5 is interference fit, and the locking sleeve 18 is made of mild steel or spring steel. In this way, after the butt joint of the steel bar 13 is completed, the locking sleeve 18 is pushed inward when sealing. Since the inner diameter of the sleeve body 1 gradually becomes smaller from the end to the middle, the locking sleeve 18 is elastically deformed, and then tightened. Locking the reinforcing bar 13 can prevent the reinforcing bar 13 from swinging during the grouting process.

在上述实施例的基础上,本发明另一实施例中,如图16,所述锁紧套18的端部开设有切口20。如此设置,有利于锁紧套18发生形变。应当理解,所述切口20可以设置在锁紧套18的任意一端或两端。On the basis of the above embodiments, in another embodiment of the present invention, as shown in FIG. 16 , a cutout 20 is formed at the end of the locking sleeve 18 . Such setting facilitates the deformation of the locking sleeve 18 . It should be understood that the cutout 20 can be provided at any one end or both ends of the locking sleeve 18 .

在上述实施例的基础上,本发明另一实施例中,所述钢瓣8之间的套筒本体1内壁设有凹槽。如此设置,增大灌浆空间的同时增大套筒本体1内壁与灌浆料14之间的咬合力,增加套筒本体1结合部位的整体抗拉或抗剪切力的能力。所述凹槽优选设置为环形,即沿套筒本体1的内腔5的周向设置。On the basis of the above embodiments, in another embodiment of the present invention, grooves are provided on the inner wall of the sleeve body 1 between the steel petals 8 . Such setting increases the grouting space while increasing the bite force between the inner wall of the sleeve body 1 and the grouting material 14 , increasing the overall tensile or shear force resistance of the joint portion of the sleeve body 1 . The groove is preferably arranged in a ring shape, that is, arranged along the circumference of the inner cavity 5 of the sleeve body 1 .

在上述实施例的基础上,本发明另一实施例中,所述套筒本体1外表面设有环形刻槽。如此设置,增加了套筒本体1与预制件21混凝土的接触面积,增加灌浆套筒与混凝土之间的锚固力。On the basis of the above embodiments, in another embodiment of the present invention, the outer surface of the sleeve body 1 is provided with an annular groove. Such setting increases the contact area between the sleeve body 1 and the concrete of the prefabricated part 21, and increases the anchoring force between the grouting sleeve and the concrete.

在上述实施例的基础上,本发明另一实施例中,所述套筒本体1的两端4设置成斜口。如此设置,增加端部内腔5的直径,同时斜口还能起到导向作用,有利于钢筋13的插入实现对接。On the basis of the above embodiments, in another embodiment of the present invention, the two ends 4 of the sleeve body 1 are provided as oblique openings. Such setting increases the diameter of the inner cavity 5 at the end, and at the same time, the bevel can also play a guiding role, which is beneficial for the insertion of the steel bar 13 to realize the butt joint.

本实用新型还提供一种预制件21,实施例如下,参照图17和18,所述预制件21预埋有预埋钢筋22和上述任意一项所述的灌浆套筒,所述预埋钢筋22与固定件4相连。如此设置,预制件21预埋有灌浆套筒,通过灌浆套筒与待组装预制件21的伸出钢筋相连,然后灌浆固定,实现预制件21的对接安装。The utility model also provides a prefabricated part 21, examples of which are as follows, referring to Figures 17 and 18, the prefabricated part 21 is pre-embedded with pre-embedded steel bars 22 and the grouting sleeve described in any one of the above, and the pre-embedded steel bars 22 links to each other with fixture 4. In this way, the prefabricated part 21 is pre-embedded with a grouting sleeve, which is connected with the protruding steel bars of the prefabricated part 21 to be assembled through the grouting sleeve, and then grouted and fixed to realize the butt joint installation of the prefabricated part 21 .

以上所述仅是本实用新型的优选实施方式,应当指出,对于本技术领域的普通技术人员来说,在不脱离本实用新型原理的前提下,还可以做出若干改进和润饰,这些改进和润饰也应视为本实用新型的保护范围。The above is only a preferred embodiment of the utility model, it should be pointed out that for those of ordinary skill in the art, without departing from the principle of the utility model, some improvements and modifications can also be made, these improvements and Retouching should also be regarded as the scope of protection of the present utility model.

Claims (20)

1. a grout sleeve, including sleeve body, described sleeve body is provided with grouting mouth and air vent, it is characterized in that, described sleeve body both ends open, being provided with fixture in the middle part of described sleeve body inner chamber, the internal diameter of described sleeve body is gradually reduced to middle part by two ends, and the inwall of described sleeve body is by the corrugated extension of inward at both ends.
Grout sleeve the most according to claim 1, it is characterised in that the bottom of described sleeve body end inner chamber is provided with annular protrusion.
Grout sleeve the most according to claim 1, it is characterised in that the inwall of described sleeve body is provided with annular groove at middle part.
Grout sleeve the most according to claim 3, it is characterised in that at described annular groove, the internal diameter of inner chamber is gradually increased to middle part by two ends.
5. according to the grout sleeve described in Claims 1 to 4 any one, it is characterised in that the inwall of described sleeve body is provided with steel lobe.
Grout sleeve the most according to claim 5, it is characterised in that set the steel lobe of more than two lobes on the inwall of described sleeve body.
Grout sleeve the most according to claim 6, it is characterised in that be less than the diameter of reinforcing bar to be connected between described steel lobe along the distance that the inner chamber of sleeve body is circumferential.
Grout sleeve the most according to claim 7, it is characterised in that offered slurry hole on described steel lobe or led stock tank.
Grout sleeve the most according to claim 8, it is characterised in that described steel lobe is helical form.
Grout sleeve the most according to claim 9, it is characterised in that described steel lobe is provided with groove or projection.
11. grout sleeves according to claim 9, it is characterised in that described steel lobe inwall is by the inside corrugated extension of opening.
12. grout sleeves according to claim 1, it is characterised in that described fixture is threaded mouth or fixing bolt.
13. grout sleeves according to claim 1, it is characterised in that described sleeve body outer surface is matsurface.
14. grout sleeves according to claim 1, it is characterised in that the opening of described sleeve body is provided with closing device, described closing device is provided with jack hole.
15. grout sleeves according to claim 14, it is characterised in that described closing device uses screw thread or shackle member to be connected with sleeve body.
16. grout sleeves according to claim 14, it is characterised in that the two side of described closing device is provided with anchoring projection.
17. grout sleeves according to claim 16, it is characterised in that described closing device is lock sleeve, the inner chamber interference fit of described lock sleeve and described sleeve body opening, described lock sleeve is mild steel or prepared by spring steel.
18. grout sleeves according to claim 17, it is characterised in that the end of described lock sleeve offers otch.
19. grout sleeves according to claim 10, it is characterised in that the sleeve body inwall between described steel lobe is provided with groove.
20. 1 kinds of prefabricated components, it is characterised in that described prefabricated component is embedded with the grout sleeve described in embedded bar and claim 1~19 any one, and described embedded bar is connected with fixture.
CN201620361564.2U 2016-04-26 2016-04-26 A kind of grout sleeve and prefabricated component Expired - Fee Related CN205712752U (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108756071A (en) * 2018-06-20 2018-11-06 肖成美 A kind of straight screw sleeve for building
CN109853869A (en) * 2019-04-03 2019-06-07 盐城百固建筑新材料科技有限公司 a grouting sleeve
CN114319109A (en) * 2021-11-30 2022-04-12 中国建筑第八工程局有限公司 Bonding type jig for FRP member and method for mounting same

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108756071A (en) * 2018-06-20 2018-11-06 肖成美 A kind of straight screw sleeve for building
CN108756071B (en) * 2018-06-20 2020-07-03 广州市番禺大石建筑工程有限公司 Straight thread sleeve for building
CN109853869A (en) * 2019-04-03 2019-06-07 盐城百固建筑新材料科技有限公司 a grouting sleeve
CN114319109A (en) * 2021-11-30 2022-04-12 中国建筑第八工程局有限公司 Bonding type jig for FRP member and method for mounting same
CN114319109B (en) * 2021-11-30 2024-05-10 中国建筑第八工程局有限公司 Bonding type clamp for FRP (fiber reinforced Plastic) component and mounting method thereof

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C14 Grant of patent or utility model
GR01 Patent grant
EE01 Entry into force of recordation of patent licensing contract
EE01 Entry into force of recordation of patent licensing contract

Assignee: China Civil Architecture Friends Technology (Jiaozhou) Co.,Ltd.

Assignor: Zhongmin Zhuyou Technology Investment Co.,Ltd.

Contract record no.: 2018430000023

Denomination of utility model: Grouting sleeve and prefabricated member

Granted publication date: 20161123

License type: Common License

Record date: 20190102

CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20161123