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CN102798569B - A kind of tunnel hand hole joint bar draw-off gear and Hubbing method thereof - Google Patents

A kind of tunnel hand hole joint bar draw-off gear and Hubbing method thereof Download PDF

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Publication number
CN102798569B
CN102798569B CN201210284003.3A CN201210284003A CN102798569B CN 102798569 B CN102798569 B CN 102798569B CN 201210284003 A CN201210284003 A CN 201210284003A CN 102798569 B CN102798569 B CN 102798569B
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China
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joint bar
hole
substrate
hand hole
tunnel
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CN102798569A (en
Inventor
郑清君
李荣志
仲生星
赵典斌
王明胜
权华
黄鹏
杨文军
许星
蒋元勇
孙谋
孙振川
赵全民
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China Railway Tunnel Group Co Ltd CRTG
China Railway Tunnel Stock Co Ltd
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China Railway Tunnel Group Co Ltd CRTG
China Railway Tunnel Stock Co Ltd
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Abstract

一种隧洞手孔插筋拉拔装置及其拉拔方法,涉及隧洞施工领域,通过在基板(1)的四角分别设有至少一个丝孔,在每个丝孔内分别连接在支撑螺栓(2)中部的外螺纹上,每个支撑螺栓的两端分别设置为支撑端(8)和旋拧端(3),基板的中部设有至少一个插筋孔(6),在对应所述插筋孔的上部设有插筋锁紧环(10),插筋锁紧环的两侧分别设有限位块,限位块下部靠近基板处分别设有向外延伸且相互对应的凹陷槽,由两凹陷槽及限位块的上部向对面形成T型槽(12),其中插筋锁紧环在T型槽内活动设置,本发明具有操作简单、快捷、维护保养方便、适用性强等特点,通过本发明的实施大大提高了施工效率,节约了成本。

A tunnel hand hole inserting and drawing device and a drawing method thereof, relating to the field of tunnel construction, in which at least one thread hole is respectively provided at the four corners of a base plate (1), and each thread hole is respectively connected to a supporting bolt (2 ) on the external thread in the middle, the two ends of each supporting bolt are respectively set as the supporting end (8) and the screwing end (3), and at least one rib hole (6) is provided in the middle of the base plate, and the ribs corresponding to the The upper part of the hole is provided with a rib-inserting locking ring (10), and both sides of the rib-inserting locking ring are respectively provided with limit blocks, and the lower part of the limit block is respectively provided with concave grooves extending outwards and corresponding to each other near the base plate. The upper part of the recessed groove and the limit block forms a T-shaped groove (12) towards the opposite side, wherein the rib-inserting locking ring is movably arranged in the T-shaped groove. The present invention has the characteristics of simple and fast operation, convenient maintenance and strong applicability, etc. The implementation of the invention greatly improves the construction efficiency and saves the cost.

Description

一种隧洞手孔插筋拉拔装置及其拉拔方法Tunnel hand hole inserting and drawing device and drawing method thereof

【技术领域】【Technical field】

本发明涉及隧洞施工领域,具体涉及一种隧洞手孔插筋拉拔装置及其拉拔方法。 The invention relates to the field of tunnel construction, in particular to a tunnel hand hole inserting and drawing device and a drawing method thereof.

【背景技术】【Background technique】

已知的,穿黄隧洞采用全圆断面设计,隧洞的内径为7.0m,隧洞的外径为8.7m,隧洞衬砌由内外两层组成,外层由7块钢筋混凝土预制管片错缝拼装,其管片厚40cm,环宽1.6m,由于穿黄隧洞要承受最大0.67MPa的水压,所以为了满足有压承水的结构要求,在完成外衬管片拼装后,在盾构隧洞内又设计了内衬结构,内衬结构为后张拉法预应力混凝土,隧洞内衬采用C40.W12.F200预应力混凝土,厚45cm,标准分段长度为9.6m;为了验证管片外衬和混凝土内衬之间在0.67Mpa水压下的开合度及受力情况,在隧洞管片手孔采用高标号混凝土回填,同时管片手孔内布置预埋插筋,与隧洞内衬钢筋笼连接。 It is known that the tunnel through the Yellow River is designed with a full circular section. The inner diameter of the tunnel is 7.0m, and the outer diameter of the tunnel is 8.7m. The segment thickness is 40cm, and the ring width is 1.6m. Since the tunnel through the Yellow River has to bear the maximum water pressure of 0.67MPa, in order to meet the structural requirements of pressure-bearing water, after the completion of the assembly of the outer lining segment, another The lining structure is designed, the lining structure is post-tensioned prestressed concrete, the tunnel lining is made of C40.W12.F200 prestressed concrete, the thickness is 45cm, and the standard segment length is 9.6m; in order to verify the segment lining and concrete For the opening and closing degree and stress of the inner lining under 0.67Mpa water pressure, the hand hole of the tunnel segment is backfilled with high-grade concrete, and at the same time, pre-embedded bars are arranged in the hand hole of the segment to connect with the steel cage of the tunnel lining.

而为了保证隧洞能达到设计要求,施工人员往往会在施工过程中对预埋手孔插筋进行抽样拉拔试验,进而验证手内回填砼是否能满足插筋锚固效果,由于隧洞内管片手孔多,且插筋锚固深度小,所以对插筋拉拔试验过程有严格的要求,现有的试验方法为: In order to ensure that the tunnel can meet the design requirements, construction personnel often conduct sampling and pulling tests on the pre-embedded hand hole insertion reinforcement during the construction process, and then verify whether the backfilled concrete in the hand can meet the anchoring effect of the insertion reinforcement. There are many bars, and the anchoring depth of the bars is small, so there are strict requirements for the pull-out test process of the bars. The existing test methods are:

方法一:通过制作一个钢板,采用人工支撑固定锚杆拉拔仪的千斤顶,再调节千斤顶与锚杆或其它预埋杆件的方向,方向调节一致后再进行拉拔。此种方法进行拉拔,施工较为困难,在施工时需配备多名人员进行支撑钢板,然后在锚杆装入千斤顶后,通过在钢板四角增加垫块来调节钢板与千斤顶垂直,待千斤顶受力后再开始拉拔,施工过程中,操作难度大,锚杆受力方向不易控制,施工速度慢; Method 1: By making a steel plate, use manual support to fix the jack of the anchor rod puller, and then adjust the direction of the jack and the anchor rod or other pre-embedded rods, and then pull out after the direction is adjusted to be consistent. This method of drawing is more difficult to construct. During construction, multiple personnel are required to support the steel plate. After the anchor rod is loaded into the jack, add pads at the four corners of the steel plate to adjust the verticality of the steel plate to the jack. Then start drawing. During the construction process, the operation is difficult, the force direction of the bolt is not easy to control, and the construction speed is slow;

方法二:通过对锚杆安装面进行凿除或打磨,使锚杆方向与安装面方向垂直后再安装千斤顶进行拉拔,此种方法对于初期支护面的锚杆或预埋杆件有利,但凿除或打磨施工面需要严格的控制,且适用性差,对数量较多或建筑物表面不得破坏的拉拔施工,该方法操作困难,对建筑物外观和锚固深度有破坏作用。 Method 2: By chiseling or grinding the installation surface of the anchor rod, the direction of the anchor rod is perpendicular to the direction of the installation surface, and then the jack is installed for pulling. This method is beneficial to the anchor rod or pre-embedded rod on the initial support surface. However, chiseling or grinding the construction surface requires strict control, and its applicability is poor. For the drawing construction with a large number of buildings or the surface of the building must not be damaged, this method is difficult to operate and has a destructive effect on the appearance of the building and the anchorage depth.

采用上述的试验方法存在工作效率低、操作复杂等弊端,由于在试验时要求每标准段在顶拱部位选取3组插筋做拉拔试验,单根插筋设计拉拔力为86.6KN,在拉拔试验时必须严格保证插筋与锚杆拉拔仪在同一直线上,该试验拉拔量大,且锚杆拉拔仪在试验时不易固定,最主要的上述试验方法影响内衬的正常施工,为此,对插筋拉拔装置及拉拔方法进行改进就成了本领域技术人员急待解决的技术难题。 The above-mentioned test method has disadvantages such as low work efficiency and complicated operation. Since it is required to select 3 sets of inserted bars at the top arch for each standard section during the test, the design pull-out force of a single inserted bar is 86.6KN. During the pull-out test, it must be strictly ensured that the inserted reinforcement and the bolt puller are on the same straight line. This test has a large amount of pulling, and the bolt puller is not easy to fix during the test. The most important test method above affects the normal construction of the lining. For this reason, it has become a technical problem urgently to be solved by those skilled in the art to improve the inserting and drawing device and the drawing method.

【发明内容】【Content of invention】

为了克服背景技术中的不足,本发明提供了一种隧洞手孔插筋拉拔装置及其拉拔方法,本发明通过在基板的四角设置支撑螺栓,并通过在插筋孔的上部设置插筋锁紧环,大大提高了对手孔插筋拉拔试验的速度和安全性,本发明具有操作简单、快捷、维护保养方便、适用性强等特点,通过本发明的实施大大提高了施工效率,节约了成本。 In order to overcome the deficiencies in the background technology, the present invention provides a tunnel hand hole inserting tendon drawing device and its drawing method. The present invention sets supporting bolts at the four corners of the base plate and sets inserting ribs on the upper part of the inserting rib hole. The locking ring greatly improves the speed and safety of the pull-out test for inserting ribs in the hand hole. The invention has the characteristics of simple and fast operation, convenient maintenance and strong applicability. The implementation of the invention greatly improves the construction efficiency and saves costs.

为实现上述发明目的,本发明采用如下技术方案: In order to realize the above-mentioned purpose of the invention, the present invention adopts following technical scheme:

一种隧洞手孔插筋拉拔装置,包括基板、支撑螺栓和插筋锁紧环,在基板的四角分别设有至少一个丝孔,所述每个丝孔内分别连接在支撑螺栓中部的外螺纹上,每个支撑螺栓的两端分别设置为支撑端和旋拧端,所述基板的中部设有至少一个插筋孔,在对应所述插筋孔的上部设有插筋锁紧环,所述插筋锁紧环的两侧分别设有限位块,所述限位块下部靠近基板处分别设有向外延伸且相互对应的凹陷槽,由两凹陷槽及限位块的上部向对面形成T型槽,其中所述插筋锁紧环 在T型槽内活动设置形成手孔插筋拉拔装置。 A tunnel hand hole inserting and pulling device, comprising a base plate, support bolts and inserting rib locking rings, at least one thread hole is respectively provided at the four corners of the base plate, and the inside of each thread hole is respectively connected to the outer part of the middle part of the support bolt. On the thread, the two ends of each supporting bolt are respectively set as a supporting end and a screwing end, at least one rib-inserting hole is provided in the middle of the base plate, and a rib-inserting locking ring is provided on the upper part corresponding to the rib-inserting hole, The two sides of the rib-inserting locking ring are respectively provided with limit blocks, and the lower part of the limit block is respectively provided with concave grooves extending outwards and corresponding to each other near the base plate, and the two concave grooves and the upper part of the limit block face to the opposite side. A T-shaped slot is formed, wherein the rib-inserting locking ring is movably arranged in the T-shaped slot to form a hand hole inserting rib-drawing device.

所述的隧洞手孔插筋拉拔装置,所述丝孔为在基板的四角直接钻孔攻丝形成丝孔或通过在基板的四角设置光孔,在所述光孔的上部通过焊接或丝接螺母形成丝孔。 In the tunnel hand-hole tendon insertion and drawing device, the thread holes are formed by directly drilling and tapping at the four corners of the substrate or by setting light holes at the four corners of the substrate, and the upper part of the light holes is welded or threaded. Connect the nut to form a thread hole.

所述的隧洞手孔插筋拉拔装置,所述基板的外形为三角形或四边形或椭圆形或圆形或六角形或多边形。 In the tunnel hand hole inserting and drawing device, the shape of the base plate is triangular, quadrangular, elliptical, circular, hexagonal or polygonal.

所述的隧洞手孔插筋拉拔装置,所述T型槽的替换结构为在插筋锁紧环的两侧分别设有角钢,并由所述两角钢形成T型槽或直接在基板上直接设置T型槽。 In the tunnel hand hole inserting and drawing device, the replacement structure of the T-shaped slot is that angle steels are respectively provided on both sides of the locking ring for inserting bars, and the T-shaped slots are formed by the two angles or directly on the base plate. Set the T-slot directly.

所述的隧洞手孔插筋拉拔装置,所述两角钢外侧的基板上分别设有加强筋。 In the said device for inserting and pulling out reinforcement in the hand hole of a tunnel, reinforcement ribs are respectively provided on the outer base plates of the two angle steels.

所述的隧洞手孔插筋拉拔装置,所述插筋锁紧环为L型结构,在插筋锁紧环的底边设有圆形或椭圆形或多角形孔,在插筋锁紧环的侧边设有丝孔,所述丝孔内设有锁紧螺栓。 In the tunnel hand hole inserting and pulling device, the inserting and locking ring is an L-shaped structure, and a circular or oval or polygonal hole is arranged on the bottom of the inserting and locking ring, and the inserting and locking ring is A thread hole is provided on the side of the ring, and a locking bolt is arranged in the thread hole.

所述的隧洞手孔插筋拉拔装置,所述旋拧端的形状为两个相互平行设置的平面或四边形或六边形或多角形。 In the tunnel hand hole insertion and pulling device, the shape of the screw end is two planes arranged parallel to each other or quadrilateral, hexagonal or polygonal.

所述的隧洞手孔插筋拉拔装置,所述基板的两端分别设有至少一个工艺槽,所述每个工艺槽的形状为半圆形或圆形或椭圆形或多角形或方形。 In the tunnel hand hole tendon insertion and drawing device, at least one process tank is respectively provided at both ends of the base plate, and the shape of each process tank is semicircle, circle, ellipse, polygon or square.

所述的隧洞手孔插筋拉拔装置,所述插筋孔的形状为圆形或椭圆形或多角形或长圆形。 In the tunnel hand hole insertion and pulling device, the shape of the insertion hole is circular, elliptical, polygonal or oblong.

一种隧洞手孔插筋拉拔装置的拉拔方法,第一步将基板进行固定,首先根据实验位的形状预先调节基板四角上设置的支撑螺栓,即通过旋拧支撑螺栓一端设置的旋拧端,使支撑螺栓另一端设置的支撑端接近插筋安装面,然后将选定实验位的预埋插筋依次穿过基板上T型槽内的插筋锁紧环和插筋孔,并通过插筋锁紧环上的锁紧螺栓将预埋插筋与基板进行固定,随后将插筋拉拔仪固定到预埋插筋的端部;第二步对基板进行调节,首先观测插筋拉拔仪中的千斤顶与基板的平面是否垂直和贴合紧密,如不垂直或贴合不紧,可通过基板四角上设置的支撑螺栓进行调节,直至垂直和贴合紧密,此时可对插筋拉拔仪进行加压,当插筋拉拔仪中的千斤顶受力后即松开插筋锁紧环上的锁紧螺栓;第三步进行拉拔试验,即打开插筋拉拔仪,对插筋拉拔仪中的千斤顶加压进行对手孔插筋的拉拔实验。 A drawing method for a tunnel hand hole insertion and drawing device. The first step is to fix the base plate. Firstly, the support bolts set on the four corners of the base plate are pre-adjusted according to the shape of the test position, that is, the screw set at one end of the support bolt is screwed. Make the support end set at the other end of the support bolt close to the rib installation surface, then pass the pre-embedded ribs at the selected experimental position through the rib locking ring and the rib hole in the T-shaped groove on the base plate in sequence, and pass through The locking bolt on the inserting bar locking ring fixes the pre-embedded inserting bar and the substrate, and then fixes the inserting bar drawing instrument to the end of the pre-embedded inserting bar; the second step is to adjust the base plate, first observe the inserting bar Check whether the jack in the pullout instrument is vertical and fit closely to the plane of the base plate. If not, adjust the support bolts on the four corners of the base plate until it is vertical and fit tightly. The drawing instrument is pressurized, and when the jack in the inserting and drawing instrument is stressed, the locking bolt on the inserting and inserting locking ring is loosened; the third step is to perform a pulling test, that is, to open the inserting and drawing instrument, and to The jack in the tendon-inserting and pulling-out apparatus is pressurized to carry out the pulling-out experiment of inserting tendons in the handhole.

由于采用如上所述的技术方案,本发明具有如下有益效果: Due to the adoption of the above-mentioned technical scheme, the present invention has the following beneficial effects:

本发明所述的一种隧洞手孔插筋拉拔装置及其拉拔方法,本发明通过在基板的四角设置支撑螺栓来保证基板能适应不同倾角下的预埋插筋,同时保证锚杆拉拔仪中的千斤顶与预埋插筋在同一直线上,本发明并通过在插筋孔的上部设置插筋锁紧环使预埋插筋与基板进行固定,大大提高了对手孔插筋拉拔试验的速度和安全性,本发明具有操作简单、快捷、维护保养方便、适用性强等特点,通过本发明的实施在不影响建筑物外观和锚固深度的前提下只要一人便可完成实验,大大提高了施工效率,降低了施工成本。 The present invention relates to a tunnel hand hole inserting and drawing device and its drawing method. The present invention ensures that the base plate can adapt to pre-embedded inserting bars under different inclination angles by arranging support bolts at the four corners of the base plate, and at the same time ensures that the anchor bolts can be pulled The jack in the pullout instrument is on the same straight line as the pre-embedded ribs. The present invention fixes the pre-embedded ribs with the base plate by setting the ribs locking ring on the upper part of the ribs hole, which greatly improves the pulling of the ribs inserted into the hand hole. The speed and safety of the test, the present invention has the characteristics of simple and fast operation, convenient maintenance, and strong applicability. Through the implementation of the present invention, only one person can complete the test without affecting the appearance of the building and the anchorage depth, greatly improving the performance of the test. The construction efficiency is improved and the construction cost is reduced.

【附图说明】【Description of drawings】

图1是本发明在使用时的立体结构示意图; Fig. 1 is the three-dimensional structure schematic diagram of the present invention when in use;

图2是本发明的装配关系结构示意图; Fig. 2 is a schematic diagram of the assembly relation structure of the present invention;

图中:1、基板;2、支撑螺栓;3、旋拧端;4、预埋插筋;5、工艺槽;6、插筋孔;7、插筋拉拔仪;8、支撑端;9、螺母;10、插筋锁紧环;11、锁紧螺栓;12、T型槽;13、加强筋;14、角钢。 In the figure: 1. Base plate; 2. Support bolt; 3. Screw end; 4. Embedded rib; 5. Process groove; 6. Hole for rib; , Nut; 10, inserting rib locking ring; 11, locking bolt; 12, T-slot; 13, reinforcing rib; 14, angle steel.

【具体实施方式】【Detailed ways】

通过下面的实施例可以更详细的解释本发明,本发明并不局限于下面的实施例; The present invention can be explained in more detail by the following examples, and the present invention is not limited to the following examples;

结合附图1~2所述一种隧洞手孔插筋拉拔装置,包括基板1、支撑螺栓2和插筋锁紧环10,所述基板1的外形为三角形或四边形或椭圆形或圆形或六角形或多边形,通过基板1为插筋拉拔仪7提供固定作业平台,其作用是对插筋拉拔仪中的千斤顶作业时提供支撑作业平台,所述基板1的两端分别设有至少一个工艺槽5,所述每个工艺槽5的形状为半圆形或圆形或椭圆形或多角形或方形,在基板1的四角分别设有至少一个丝孔,所述丝孔为在基板1的四角直接钻孔攻丝形成丝孔或通过在基板1的四角设置光孔,在所述光孔的上部通过焊接或丝接螺母9形成丝孔,在每个丝孔内分别连接在支撑螺栓2中部的外螺纹上,每个支撑螺栓2的两端分别设置为支撑端8和旋拧端3,所述旋拧端3的形状为两个相互平行设置的平面或四边形或六边形或多角形,所述基板1的中部设有至少一个插筋孔6,所述插筋孔6的形状为圆形或椭圆形或多角形或长圆形,在对应所述插筋孔6的上部设有插筋锁紧环10,插筋锁紧环10为L型结构,在插筋锁紧环10的底边设有圆形或椭圆形或多角形孔,在插筋锁紧环10的侧边设有丝孔,所述丝孔内设有锁紧螺栓11,所述插筋锁紧环10的两侧分别设有限位块,所述限位块下部靠近基板1处分别设有向外延伸且相互对应的凹陷槽,由两凹陷槽及限位块的上部向对面形成T型槽12,所述T型槽12的替换结构为在插筋锁紧环10的两侧分别设有角钢14,并由所述两角钢14形成T型槽12或直接在基板1上直接设置T型槽12,其中T型槽12的作用是为插筋锁紧环10提供定位,所述两角钢14外侧的基板1上分别设有加强筋13,其中所述插筋锁紧环10 在T型槽12内活动设置形成手孔插筋拉拔装置。 A device for inserting tendons in a tunnel hand hole described in conjunction with accompanying drawings 1 to 2 includes a base plate 1, a support bolt 2 and a rib inserting locking ring 10, and the shape of the base plate 1 is triangular or quadrangular or elliptical or circular or hexagonal or polygonal, provide a fixed operating platform for the inserting and drawing instrument 7 through the base plate 1, and its effect is to provide a supporting operating platform for the jack in the inserting and drawing instrument. The two ends of the base plate 1 are respectively provided with At least one process tank 5, the shape of each process tank 5 is semicircular or circular or elliptical or polygonal or square, and at least one wire hole is respectively provided at the four corners of the substrate 1, and the wire hole is in the The four corners of the substrate 1 are directly drilled and tapped to form a thread hole or a light hole is set at the four corners of the substrate 1, and a thread hole is formed on the top of the light hole by welding or a threaded nut 9, and each thread hole is respectively connected to a On the external thread in the middle of the support bolt 2, the two ends of each support bolt 2 are respectively set as a support end 8 and a screw end 3, and the shape of the screw end 3 is two parallel planes or quadrilaterals or hexagons. Shaped or polygonal, at least one rib-inserting hole 6 is provided in the middle of the base plate 1, and the shape of the rib-inserting hole 6 is circular or elliptical or polygonal or oblong, corresponding to the rib-inserting hole 6 The upper part is provided with inserting rib locking ring 10, inserting rib locking ring 10 is L-shaped structure, is provided with circular or oval or polygonal hole at the bottom edge of inserting rib locking ring 10, inserts rib locking ring 10 The side of 10 is provided with a thread hole, the thread hole is provided with a locking bolt 11, the two sides of the rib-inserting locking ring 10 are respectively provided with limit blocks, and the lower part of the limit block is respectively provided at a place close to the base plate 1. There are concave grooves extending outward and corresponding to each other, and a T-shaped groove 12 is formed from the upper part of the two concave grooves and the limit block to the opposite side. An angle steel 14 is provided, and a T-shaped groove 12 is formed by the two angle steels 14 or a T-shaped groove 12 is directly arranged on the base plate 1, wherein the function of the T-shaped groove 12 is to provide positioning for the rib-inserting locking ring 10, and the On the base plate 1 of two angle steels 14 outer sides, be provided with reinforcing rib 13 respectively, wherein said inserting rib locking ring 10 is set movably in T-shaped groove 12 and forms hand hole inserting rib drawing device.

实施本发明的一种隧洞手孔插筋拉拔装置的拉拔方法,第一步将基板1进行固定,首先根据实验位的形状预先调节基板1四角上设置的支撑螺栓2,即通过旋拧支撑螺栓2一端设置的旋拧端3,使支撑螺栓2另一端设置的支撑端8接近插筋安装面,然后将选定实验位的预埋插筋4依次穿过基板1上T型槽12内的插筋锁紧环10和插筋孔6,并通过插筋锁紧环10上的锁紧螺栓11将预埋插筋4与基板1进行固定,随后将插筋拉拔仪7固定到预埋插筋4的端部;第二步对基板1进行调节,首先观测插筋拉拔仪7中的千斤顶与基板1的平面是否垂直和贴合紧密,如不垂直或贴合不紧,可通过基板1四角上设置的支撑螺栓2进行调节,直至垂直和贴合紧密,此时可对插筋拉拔仪7进行加压,当插筋拉拔仪7中的千斤顶受力后即松开插筋锁紧环10上的锁紧螺栓11;第三步进行拉拔试验,即打开插筋拉拔仪7,对插筋拉拔仪7中的千斤顶加压进行对手孔插筋的拉拔实验。 Implement the drawing method of a kind of tunnel hand hole insertion and drawing device of the present invention, the first step is to fix the base plate 1, first adjust the support bolts 2 provided on the four corners of the base plate 1 in advance according to the shape of the experimental position, that is, by screwing The screwing end 3 provided at one end of the support bolt 2 makes the support end 8 provided at the other end of the support bolt 2 close to the installation surface of the insertion rib, and then the pre-embedded insertion rib 4 of the selected experimental position passes through the T-shaped slot 12 on the base plate 1 in sequence The inner rib locking ring 10 and the rib hole 6, and the pre-embedded rib 4 and the base plate 1 are fixed by the locking bolt 11 on the rib locking ring 10, and then the rib inserting and pulling instrument 7 is fixed to the Pre-embed the end of the rib 4; the second step is to adjust the substrate 1. First, observe whether the jack in the rib insertion and pulling instrument 7 is vertical and fit closely with the plane of the substrate 1. If it is not vertical or the fit is not tight, It can be adjusted through the support bolts 2 provided on the four corners of the base plate 1 until it is vertical and fit tightly. At this time, the bar insertion and drawing instrument 7 can be pressurized, and the jack in the bar insertion and drawing instrument 7 will loosen after being stressed. Open the locking bolt 11 on the rib locking ring 10; the third step is to carry out the pull-out test, that is, open the rib-inserting drawing instrument 7, and pressurize the jack in the rib-inserting drawing instrument 7 to pull the ribs in the hand hole pull experiment.

本发明在施工过程中的注意事项为: The matters needing attention in the construction process of the present invention are:

(1)安装基板1时应注意T型槽12内插筋锁紧环10上的锁紧螺栓11安装准确,且锁紧螺栓11丝杆应全部拧出; (1) When installing the base plate 1, attention should be paid to the correct installation of the locking bolt 11 on the locking ring 10 of the T-shaped groove 12, and the screw rod of the locking bolt 11 should be completely unscrewed;

(2)插筋拉拔仪7中的千斤顶与基板1固定时应检查锁紧螺栓11是否拧紧,防止基板1掉落; (2) When the jack in the bar insertion and pulling instrument 7 is fixed to the base plate 1, check whether the locking bolts 11 are tightened to prevent the base plate 1 from falling;

(3)加强施工人员的安全意识,进行岗前作业安全培训,进场之前必须配戴安全帽等防护用品。 (3) Strengthen the safety awareness of construction workers, conduct pre-job safety training, and must wear safety helmets and other protective equipment before entering the site.

本发明所述的一种隧洞手孔插筋拉拔装置及其拉拔方法,不仅适用于管片手孔插筋拉拔试验,同样适用于隧洞锚杆的拉拔试验以及建筑物预埋杆件的拉拔实验。 A tunnel hand hole inserting and drawing device and its drawing method described in the present invention are not only suitable for segment hand hole inserting and drawing tests, but also for pulling out tests of tunnel anchors and pre-embedded rods in buildings. pull-out experiment.

本发明未详述部分为现有技术。 The unspecified parts of the present invention are prior art.

为了公开本发明的目的而在本文中选用的实施例,当前认为是适宜的,但是,应了解的是,本发明旨在包括一切属于本构思和发明范围内的实施例的所有变化和改进。 The embodiments selected herein for the purpose of disclosing the present invention are presently considered suitable, however, it should be understood that the present invention is intended to include all changes and modifications of the embodiments that fall within the concept and scope of the invention.

Claims (9)

1. a tunnel hand hole joint bar draw-off gear, comprise substrate (1), carrying bolt (2) and joint bar retaining ring (10), it is characterized in that: be respectively equipped with at least one hole A in the corner of substrate (1), each described silk hole A is connected on the external thread at carrying bolt (2) middle part, the two ends of each carrying bolt (2) are set to support end (8) respectively and screw end (3), the middle part of described substrate (1) is provided with at least one joint bar hole (6), joint bar retaining ring (10) is provided with on the top of the described joint bar hole (6) of correspondence, described joint bar retaining ring (10) is L-type structure, circle or oval or polygonal holes is provided with on the base of joint bar retaining ring (10), a hole B is provided with at the side of joint bar retaining ring (10), clamping screw (11) is provided with in described silk hole B, limited block is respectively equipped with in the both sides of joint bar retaining ring (10), described limited block bottom is respectively equipped with near substrate (1) place and stretches out and mutually corresponding recessed groove, T-slot (12) is formed by the top opposite face of two recessed grooves and limited block, the activity in T-slot (12) of wherein said joint bar retaining ring (10) arranges the tunnel hand hole joint bar draw-off gear described in formation.
2. tunnel hand hole joint bar draw-off gear according to claim 1, it is characterized in that: described silk hole A is that direct drilling and tapping forms silk hole or by arranging unthreaded hole in the corner of substrate (1), forms silk hole on the top of described unthreaded hole by welding or silk connected nut (9) in the corner of substrate (1).
3. the tunnel hand hole joint bar draw-off gear according to the arbitrary claim of claim 1 or 2, is characterized in that: the profile of described substrate (1) is quadrilateral.
4. tunnel hand hole joint bar draw-off gear according to claim 1, it is characterized in that: described T-slot (12) also can be made up of following replacing structure: be respectively equipped with angle steel (14) in the both sides of joint bar retaining ring (10), and form T-slot (12) by angle steel described in two (14) or directly T-slot (12) be set on substrate (1).
5. tunnel hand hole joint bar draw-off gear according to claim 4, is characterized in that: the substrate (1) in angle steel described in two (14) outside is respectively equipped with reinforcement (13).
6. tunnel hand hole joint bar draw-off gear according to claim 1, is characterized in that: described in screw end (3) shape be quadrilateral.
7. tunnel hand hole joint bar draw-off gear according to claim 1, is characterized in that: the two ends of described substrate (1) are respectively equipped with at least one technology groove (5), and the shape of each described technology groove (5) is semicircle.
8. tunnel hand hole joint bar draw-off gear according to claim 1, is characterized in that: the shape of described joint bar hole (6) is circular or oval or polygon.
9. a kind of tunnel hand hole joint bar Hubbing method implemented by the tunnel hand hole joint bar draw-off gear according to the arbitrary claim of claim 1 ~ 8, it is characterized in that: substrate (1) is fixed by the first step, first experimentally the shape of position regulates the carrying bolt (2) that substrate (1) corner is arranged in advance, namely by screw carrying bolt (2) one end arrange screw end (3), the support end (8) that carrying bolt (2) other end is arranged is close to joint bar installed surface, then the pre-doweling (4) of selected experiment position is passed successively the joint bar retaining ring (10) in the upper T-slot (12) of substrate (1) and joint bar hole (6), and by the clamping screw (11) in joint bar retaining ring (10), pre-doweling (4) and substrate (1) are fixed, subsequently joint bar drawing instrument (7) is fixed to the end of pre-doweling (4), second step regulates substrate (1), first observe the lifting jack in joint bar drawing instrument (7) and the plane of substrate (1) whether vertical with fit tight, as out of plumb or laminating not tight, carrying bolt (2) by substrate (1) corner is arranged regulates, until vertical tight with laminating, now can pressurize to joint bar drawing instrument (7), when namely unclamping the clamping screw (11) in joint bar retaining ring (10) after the lifting jack in joint bar drawing instrument (7) is stressed, 3rd step carries out pull-out test, namely opens joint bar drawing instrument (7), carries out testing the drawing of hand hole joint bar to the lifting jack pressurization in joint bar drawing instrument (7).
CN201210284003.3A 2012-08-10 2012-08-10 A kind of tunnel hand hole joint bar draw-off gear and Hubbing method thereof Expired - Fee Related CN102798569B (en)

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CN103335884A (en) * 2013-07-09 2013-10-02 郑卫华 Backing plate used for anchor rod pull-out test

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CN1865920A (en) * 2005-05-20 2006-11-22 深圳市建筑科学研究院 Method for connecting prestressed concrete pipe pile and testing device
CN101435207A (en) * 2008-12-24 2009-05-20 关喜才 Uplift pile loading test method and apparatus
CN201258494Y (en) * 2008-08-27 2009-06-17 湖南省第六工程有限公司 Loading unit for single-pile vertical anti-pulling static load test
CN201527380U (en) * 2009-10-26 2010-07-14 中国十七冶建设有限公司 Self-tightening type pulling fixture for puling resistance by single pile
CN202836999U (en) * 2012-08-10 2013-03-27 中铁隧道集团有限公司 Drawing apparatus for joint bar in hand hole of tunnel

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1865920A (en) * 2005-05-20 2006-11-22 深圳市建筑科学研究院 Method for connecting prestressed concrete pipe pile and testing device
CN201258494Y (en) * 2008-08-27 2009-06-17 湖南省第六工程有限公司 Loading unit for single-pile vertical anti-pulling static load test
CN101435207A (en) * 2008-12-24 2009-05-20 关喜才 Uplift pile loading test method and apparatus
CN201527380U (en) * 2009-10-26 2010-07-14 中国十七冶建设有限公司 Self-tightening type pulling fixture for puling resistance by single pile
CN202836999U (en) * 2012-08-10 2013-03-27 中铁隧道集团有限公司 Drawing apparatus for joint bar in hand hole of tunnel

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