CN104314240A - Grouting anchor type rebar connection sleeve and manufacturing method thereof - Google Patents

Grouting anchor type rebar connection sleeve and manufacturing method thereof Download PDF

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Publication number
CN104314240A
CN104314240A CN201410672836.6A CN201410672836A CN104314240A CN 104314240 A CN104314240 A CN 104314240A CN 201410672836 A CN201410672836 A CN 201410672836A CN 104314240 A CN104314240 A CN 104314240A
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steel
steel pipe
sleeve
slurry
processing
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王建超
赵唯坚
张玉清
李明
金峤
谷凡
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Shenyang Jianzhu University
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Shenyang Jianzhu University
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Abstract

一种浆锚式钢筋连接套筒及其制造方法,其特征是:套筒体内设置有通孔,通孔两端装有弹性橡胶圈,在套筒体上设置有灌浆料入料口和灌浆料出料口。浆锚式钢筋连接套筒的加工方法包括如下步骤:(1)加工原料采用低碳钢或低合金钢无缝钢管;(2)采用加工机床从钢管两侧由外向内车出内部螺纹;(3)在钢管两端距端头20mm左右处钻直径为10mm左右的入料口和出料口;(4)在钢管两端套上橡胶密封环。本发明采用无缝钢管,不仅强度高、塑性好,而且质量稳定,材料用量少,并且采用在钢管内壁加工螺纹的方法,与国外的铸造工艺和国内的钢棒切削工艺相比,机械化程度高,加工量少,生产效率高,从而可大幅度降低套筒成本。

A slurry-anchor steel bar connection sleeve and its manufacturing method, characterized in that: a through hole is arranged in the sleeve body, elastic rubber rings are installed at both ends of the through hole, and a grouting material inlet and a grouting material inlet are arranged on the sleeve body. Material outlet. The processing method of the slurry-anchored steel bar connection sleeve includes the following steps: (1) the processing raw material is low-carbon steel or low-alloy steel seamless steel pipe; (2) the internal thread is machined from both sides of the steel pipe from the outside to the inside by a processing machine tool; ( 3) Drill a material inlet and outlet with a diameter of about 10mm at the two ends of the steel pipe at a distance of about 20mm from the end; (4) Put rubber sealing rings on both ends of the steel pipe. The invention adopts seamless steel pipe, which not only has high strength and good plasticity, but also has stable quality and less material consumption, and adopts the method of processing thread on the inner wall of the steel pipe. Compared with foreign casting technology and domestic steel rod cutting technology, the degree of mechanization High, less processing, high production efficiency, which can greatly reduce the cost of the sleeve.

Description

浆锚式钢筋连接套筒及其制造方法Slurry-anchored steel bar connecting sleeve and manufacturing method thereof

    技术领域 Technical field

 本发明涉及钢筋混凝土技术领域,特别是一种浆锚式钢筋连接套筒及其制造方法。 The invention relates to the technical field of reinforced concrete, in particular to a slurry-anchored steel bar connecting sleeve and a manufacturing method thereof.

    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,施工方法较为复杂,而且必须在浇注混凝土前完成,钢筋的连接,不能进行装配式施工。目前,在实际装配式混凝土建筑中,采用的钢筋连接套筒为铸钢件、铸铁件,以及钢棒或厚壁钢管的机械切削方式加工件,如要达到相应的技术要求,加工制作成本均较高。 In traditional cast-in-place concrete structures, mechanical connection methods such as lap joints, welded connections, or extruded sleeves are often used to connect steel bars. The construction method is relatively complicated and must be completed before pouring concrete. The connection of steel bars cannot be assembled. style construction. At present, in the actual prefabricated concrete buildings, the steel bar connecting sleeves used are steel castings, iron castings, and steel rods or thick-walled steel pipes processed by mechanical cutting. If the corresponding technical requirements are to be met, the processing and manufacturing costs are higher.

    发明内容   Contents of the invention

本发明的目的在于提供一种用于单体钢筋连接和装配式混凝土建筑预制构件之间的钢筋连接,两根连接钢筋的对接端通过连接套筒及灌注其内部空隙的水泥砂浆结合而成一个连接体的浆锚式钢筋连接套筒及其制造方法。 The object of the present invention is to provide a steel bar connection between a single steel bar connection and a fabricated concrete building prefabricated component. The butt ends of the two connecting steel bars are combined through the connecting sleeve and the cement mortar poured into the internal space. A slurry-anchored steel bar connecting sleeve for a connecting body and a manufacturing method thereof.

本发明是这样实现的,它包括套筒体、弹性橡胶密封圈、灌浆料入料孔和灌浆料出料孔,其特征是:套筒体内设置有通孔,通孔两端装有弹性橡胶圈,在套筒体上设置有灌浆料入料口和灌浆料出料口。 The present invention is realized in this way, it comprises sleeve body, elastic rubber sealing ring, grouting material inlet hole and grouting material outlet hole, it is characterized in that: a through hole is arranged in the sleeve body, elastic rubber is installed at both ends of the through hole The ring is provided with a grouting material inlet and a grouting material outlet on the sleeve body.

所述的浆锚式钢筋连接套筒的内部螺纹为螺旋形,采用机床加工而成,内部螺纹的构造为螺纹高度1~5mm,螺纹间距1~5mm。 The internal thread of the slurry-anchor steel bar connecting sleeve is helical and processed by a machine tool. The internal thread has a thread height of 1-5 mm and a thread pitch of 1-5 mm.

浆锚式钢筋连接套筒的加工方法包括如下步骤: The processing method of the slurry anchor type steel bar connection sleeve comprises the following steps:

(1)加工原料采用低碳钢或低合金钢无缝钢管; (1) Low-carbon steel or low-alloy steel seamless steel pipes are used as raw materials for processing;

(2)采用加工机床从钢管两侧由外向内车出内部螺纹; (2) Use a processing machine tool to carve out the internal thread from both sides of the steel pipe from the outside to the inside;

(3)在钢管两端距端头20mm左右处钻直径为10mm左右的入料口和出料口; (3) Drill the inlet and outlet with a diameter of about 10mm at the two ends of the steel pipe about 20mm away from the end;

(4)在钢管两端套上橡胶密封环。 (4) Put rubber sealing rings on both ends of the steel pipe.

本发明采用浆锚式钢筋连接套筒对单体钢筋或预制装配式混凝土构件的钢筋进行连接。其特点是同直径系列钢筋连接和相近直径系列钢筋连接的套筒,采用低碳钢或低合金钢无缝钢管,通过专用车刀在钢管内壁加工出内部螺纹从而形成浆锚式钢筋连接套筒。与国外采用的铸铁和国内目前采用的钢棒相比,本发明采用无缝钢管,不仅强度高、塑性好,而且质量稳定,材料用量少,并且采用在钢管内壁加工螺纹的方法,与国外的铸造工艺和国内的钢棒切削工艺相比,机械化程度高,加工量少,生产效率高,从而可大幅度降低套筒成本。 The invention adopts a slurry-anchor type steel bar connecting sleeve to connect single steel bars or steel bars of prefabricated assembled concrete components. Its characteristic is that the sleeves for connecting steel bars of the same diameter series and similar diameter series are made of low-carbon steel or low-alloy steel seamless steel pipes, and internal threads are processed on the inner wall of the steel pipes by special turning tools to form slurry-anchored steel bar connection sleeves . Compared with the cast iron used abroad and the steel bars currently used in China, the seamless steel pipe used in the present invention not only has high strength and good plasticity, but also has stable quality and less material consumption, and adopts the method of processing threads on the inner wall of the steel pipe, which is different from foreign countries. Compared with the domestic steel rod cutting process, the advanced casting process has a high degree of mechanization, less processing and high production efficiency, which can greatly reduce the cost of the sleeve.

附图说明 Description of drawings

以下结合附图对本发明做进一步的描述: The present invention will be further described below in conjunction with accompanying drawing:

图1是浆锚式钢筋连接套筒的结构示意图; Fig. 1 is a schematic structural view of a slurry-anchored steel bar connecting sleeve;

 图2是浆锚式钢筋连接套筒各部位尺寸示意图。 Figure 2 is a schematic diagram of the dimensions of each part of the slurry-anchored steel bar connection sleeve.

图中,L-套筒长度、L1-出浆口或灌浆孔距离套筒端部距离、t-套筒加工前的厚度、D1-螺纹凹陷点之间的距离、D2-螺纹凸起点之间的距离、a-为螺纹间距。 In the figure, L-the length of the sleeve, L1-the distance between the grout outlet or the grouting hole and the end of the sleeve, t-the thickness of the sleeve before processing, D1-the distance between the concave points of the thread, D2-the distance between the convex points of the thread The distance, a- is the thread pitch.

具体实施方式 Detailed ways

如图1—2所示,该装配式钢筋混凝土结构钢筋连接套筒包括套筒体1、待连接钢筋2、橡胶密封圈3、内部螺纹4、灌浆料入料口5和灌浆料出料口6,套筒体1内设置有通孔,通孔两端装有弹性橡胶圈3,在套筒体1上设置有灌浆料入料口5和灌浆料出料口6。套筒体1为低碳钢或低合金钢无缝钢管,通过车刀车出内部螺纹,所述的浆锚式钢筋连接套筒的内部螺纹为螺旋形,采用机床加工而成,内部螺纹的构造,螺纹高度1~5mm,螺纹间距1~5mm;所述的装配式钢筋混凝土结构钢筋连接套筒,其套筒体1为低碳钢或低合金钢无缝钢管。通过调整螺纹高度及螺纹间距达到提过灌浆料与套筒粘结强度的目的,套筒体1两端通孔处装有带孔洞的弹性橡胶密封圈3,距离通孔端部一定距离处通过钻孔灌浆料入料口5和灌浆料出料口6。具体钢筋连接时,先将待连接两根钢筋2从套筒体1两侧穿过橡胶密封圈伸入套筒,然后从灌浆料入料口5灌入灌浆料,带套筒内部无孔隙后灌浆料将灌浆料出料口6流出,表明灌浆完毕,经过一定时间的养护、硬化就可以将需要连接的钢筋连接成为一个整体,且能够达到等强连接的效果。所述的浆锚式钢筋连接套筒的内部螺纹为螺旋形,采用机床加工而成,内部螺纹的构造,螺纹高度1~5mm,螺纹间距1~5mm。装配式钢筋混凝土结构钢筋连接套筒其加工方法包括如下步骤: As shown in Figure 1-2, the prefabricated reinforced concrete structure steel bar connection sleeve includes a sleeve body 1, a steel bar to be connected 2, a rubber sealing ring 3, an internal thread 4, a grouting material inlet 5 and a grouting material outlet 6. There is a through hole in the sleeve body 1, and elastic rubber rings 3 are installed at both ends of the through hole. The grouting material inlet 5 and the grouting material outlet 6 are arranged on the sleeve body 1. The sleeve body 1 is a low-carbon steel or low-alloy steel seamless steel pipe, and the internal thread is turned out by a turning tool. The internal thread of the slurry-anchored steel bar connection sleeve is helical and processed by a machine tool. Structure, thread height 1~5mm, thread pitch 1~5mm; said prefabricated reinforced concrete structure steel connection sleeve, the sleeve body 1 is low carbon steel or low alloy steel seamless steel pipe. The purpose of increasing the bonding strength between the grouting material and the sleeve is achieved by adjusting the thread height and thread spacing. The through holes at both ends of the sleeve body 1 are equipped with elastic rubber sealing rings 3 with holes, which pass through at a certain distance from the end of the through hole. Drilling grouting material inlet 5 and grouting material outlet 6. When connecting the specific steel bars, first put the two steel bars 2 to be connected into the sleeve through the rubber sealing ring from both sides of the sleeve body 1, and then pour the grouting material from the grouting material inlet 5, after there is no porosity inside the sleeve The grouting material will flow out of the grouting material outlet 6, indicating that the grouting is completed, and after a certain period of maintenance and hardening, the steel bars to be connected can be connected into a whole, and the effect of equal-strength connection can be achieved. The internal thread of the slurry-anchor steel bar connecting sleeve is helical and processed by a machine tool. The internal thread structure has a thread height of 1-5 mm and a thread pitch of 1-5 mm. The processing method of the prefabricated reinforced concrete structure steel bar connection sleeve includes the following steps:

(1)加工原料采用低碳钢或低合金钢无缝钢管; (1) Low-carbon steel or low-alloy steel seamless steel pipes are used as raw materials for processing;

(2)采用加工机床从钢管两侧由外向内车出内部螺纹; (2) Use a processing machine tool to carve out the internal thread from both sides of the steel pipe from the outside to the inside;

(3)在套筒体1两端距端头20mm左右处钻直径为10mm左右的入料口和出料口; (3) Drill a feed port and a discharge port with a diameter of about 10 mm at the two ends of the sleeve body 1 about 20 mm away from the end;

(4)在套筒体1两端套上橡胶密封环。 (4) Put rubber sealing rings on both ends of the sleeve body 1 .

Claims (3)

1.一种浆锚式钢筋连接套筒,它包括套筒体、弹性橡胶密封圈、灌浆料入料孔和灌浆料出料孔,其特征是:套筒体内设置有通孔,通孔两端装有弹性橡胶圈,在套筒体上设置有灌浆料入料口和灌浆料出料口。 1. A slurry-anchor type steel bar connecting sleeve, which comprises a sleeve body, an elastic rubber seal ring, a grouting material inlet hole and a grouting material outlet hole, is characterized in that: a through hole is arranged in the sleeve body, and the two through holes The end is equipped with an elastic rubber ring, and a grouting material inlet and a grouting material outlet are arranged on the sleeve body. 2.根据权利要求1所述的浆锚式钢筋连接套筒,其特征是:内部螺纹为螺旋形,内部螺纹的高度为1~5mm,螺纹间距1~5mm。 2. The slurry-anchored steel bar connection sleeve according to claim 1, characterized in that: the internal thread is spiral, the height of the internal thread is 1-5 mm, and the thread pitch is 1-5 mm. 3.根据权利要求1所述的浆锚式钢筋连接套筒,其特征是:浆锚式钢筋连接套筒的加工方法包括如下步骤: 3. The slurry-anchored steel bar connection sleeve according to claim 1, characterized in that: the processing method of the slurry-anchored steel bar connection sleeve comprises the following steps: (1)加工原料采用低碳钢或低合金钢无缝钢管; (1) Low-carbon steel or low-alloy steel seamless steel pipes are used as raw materials for processing; (2)采用加工机床从钢管两侧由外向内车出内部螺纹; (2) Use a processing machine tool to carve out the internal thread from both sides of the steel pipe from the outside to the inside; (3)在钢管两端距端头20mm左右处钻直径为10mm左右的入料口和出料口; (3) Drill the inlet and outlet with a diameter of about 10mm at the two ends of the steel pipe about 20mm away from the end; (4)在钢管两端套上橡胶密封环。 (4) Put rubber sealing rings on both ends of the steel pipe.
CN201410672836.6A 2014-11-23 2014-11-23 Grouting anchor type rebar connection sleeve and manufacturing method thereof Pending CN104314240A (en)

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Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105507500A (en) * 2015-12-31 2016-04-20 华侨大学 Steel bar-sleeve connecting device and manufacture method thereof
CN106149874A (en) * 2016-08-22 2016-11-23 沈阳建筑大学 Prefabricated assembled concrete structure reinforcing bars Novel connecting method
CN107905455A (en) * 2017-12-01 2018-04-13 武汉理工大学 A kind of grouting sleeve for prefabricated concrete component reinforcement connection and preparation method thereof
CN109403550A (en) * 2017-08-16 2019-03-01 润弘精密工程事业股份有限公司 Steel bar splicing device and method for splicing threaded steel bars
CN109487958A (en) * 2018-10-22 2019-03-19 北京工业大学 A kind of self-centering half grout sleeve construction of achievable reinforcing bar and the practice
CN111827679A (en) * 2020-07-20 2020-10-27 中建二局第一建筑工程有限公司 High-order thick liquid device of arranging of assembled concrete wall sleeve grout construction
CN112814283A (en) * 2020-12-24 2021-05-18 中交第三航务工程局有限公司江苏分公司 Glue pouring connection structure for steel bar sleeve and construction method

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CN202850360U (en) * 2012-10-22 2013-04-03 沈阳建筑大学 Grouting and anchoring type steel bar connection sleeve and manufacturing mould thereof
CN203113627U (en) * 2013-01-25 2013-08-07 深圳市现代营造科技有限公司 Nodular cast iron grout sleeve for connecting longitudinal steel bars
CN203729498U (en) * 2014-01-23 2014-07-23 河北联合大学 Vertical reinforcement-steel sleeve but joint connection structure of assembled wall

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JP2001262714A (en) * 2000-01-13 2001-09-26 Toyota Soken Co Ltd Connection device for reinforcing bar, precast concrete member using the same, and method of connecting the same member
CN102828580A (en) * 2011-06-17 2012-12-19 中冶建筑研究总院有限公司 Cement grouting reinforcement connector
CN102900201A (en) * 2012-10-22 2013-01-30 沈阳建筑大学 Grouting anchor reinforced bar connection sleeve as well as manufacture mold and manufacture method thereof
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Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105507500A (en) * 2015-12-31 2016-04-20 华侨大学 Steel bar-sleeve connecting device and manufacture method thereof
CN106149874A (en) * 2016-08-22 2016-11-23 沈阳建筑大学 Prefabricated assembled concrete structure reinforcing bars Novel connecting method
CN109403550A (en) * 2017-08-16 2019-03-01 润弘精密工程事业股份有限公司 Steel bar splicing device and method for splicing threaded steel bars
CN107905455A (en) * 2017-12-01 2018-04-13 武汉理工大学 A kind of grouting sleeve for prefabricated concrete component reinforcement connection and preparation method thereof
CN109487958A (en) * 2018-10-22 2019-03-19 北京工业大学 A kind of self-centering half grout sleeve construction of achievable reinforcing bar and the practice
CN111827679A (en) * 2020-07-20 2020-10-27 中建二局第一建筑工程有限公司 High-order thick liquid device of arranging of assembled concrete wall sleeve grout construction
CN111827679B (en) * 2020-07-20 2022-02-22 中建二局第一建筑工程有限公司 High-order thick liquid device of arranging of assembled concrete wall sleeve grout construction
CN112814283A (en) * 2020-12-24 2021-05-18 中交第三航务工程局有限公司江苏分公司 Glue pouring connection structure for steel bar sleeve and construction method

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Application publication date: 20150128