CN104763454A - Built-in type full-length anticorrosion anchor rod - Google Patents
Built-in type full-length anticorrosion anchor rod Download PDFInfo
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- CN104763454A CN104763454A CN201510162241.0A CN201510162241A CN104763454A CN 104763454 A CN104763454 A CN 104763454A CN 201510162241 A CN201510162241 A CN 201510162241A CN 104763454 A CN104763454 A CN 104763454A
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- 238000005260 corrosion Methods 0.000 claims abstract description 48
- 239000011241 protective layer Substances 0.000 claims abstract description 14
- 238000007789 sealing Methods 0.000 claims abstract description 7
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 6
- 239000004568 cement Substances 0.000 claims abstract description 6
- 239000010959 steel Substances 0.000 claims abstract description 6
- 239000007787 solid Substances 0.000 claims description 11
- 239000011435 rock Substances 0.000 claims description 10
- 239000002002 slurry Substances 0.000 claims description 9
- 238000004873 anchoring Methods 0.000 abstract description 12
- 239000002689 soil Substances 0.000 abstract 1
- 239000011083 cement mortar Substances 0.000 description 8
- 238000000034 method Methods 0.000 description 6
- 238000010276 construction Methods 0.000 description 5
- 230000000694 effects Effects 0.000 description 5
- 239000003795 chemical substances by application Substances 0.000 description 4
- 238000007596 consolidation process Methods 0.000 description 4
- 239000010410 layer Substances 0.000 description 4
- 235000014121 butter Nutrition 0.000 description 3
- 230000007797 corrosion Effects 0.000 description 3
- 238000005553 drilling Methods 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 239000004033 plastic Substances 0.000 description 3
- 238000011160 research Methods 0.000 description 3
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 2
- 229910000746 Structural steel Inorganic materials 0.000 description 2
- 229910052799 carbon Inorganic materials 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 239000011440 grout Substances 0.000 description 2
- 230000002411 adverse Effects 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 238000013016 damping Methods 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000009713 electroplating Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000003822 epoxy resin Substances 0.000 description 1
- 238000007667 floating Methods 0.000 description 1
- 239000003673 groundwater Substances 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 238000002955 isolation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 238000005065 mining Methods 0.000 description 1
- 229920000647 polyepoxide Polymers 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000007790 scraping Methods 0.000 description 1
- 238000003756 stirring Methods 0.000 description 1
- 229920001169 thermoplastic Polymers 0.000 description 1
- 239000012815 thermoplastic material Substances 0.000 description 1
- 239000004416 thermosoftening plastic Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D21/00—Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection
- E21D21/0013—Protection against corrosion
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/74—Means for anchoring structural elements or bulkheads
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- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Piles And Underground Anchors (AREA)
Abstract
Description
技术领域technical field
本发明涉及岩土工程的锚杆,具体为内置式全长防腐锚杆。The invention relates to an anchor rod for geotechnical engineering, in particular to a built-in full-length anti-corrosion anchor rod.
背景技术Background technique
在岩土工程涉及的地下工程、采矿工程、基坑与边坡工程中锚杆是一种主要的支护技术,其应用范围广泛,加固效果好。但是随着工程建设的不断增多,涉及锚固的工程所面临的地质条件越来越复杂,新的问题不断涌现,其中锚杆腐蚀问题就是一个亟需解决的关键性问题。Anchor bolt is a main support technology in underground engineering, mining engineering, foundation pit and slope engineering involved in geotechnical engineering. It has a wide range of applications and good reinforcement effect. However, with the continuous increase of engineering construction, the geological conditions faced by the engineering involving anchorage are becoming more and more complex, and new problems are constantly emerging. Among them, the corrosion of anchor rods is a key problem that needs to be solved urgently.
由于地层或地下水对混凝土和锚杆总有或轻或重的腐蚀性,所以永久性锚固、抗浮或抗拔工程的耐久性和承载力很难得到有效保障,需要对锚杆进行防腐处理。传统锚杆在设计制造过程中很少考虑锚杆的防腐问题。已投入使用的一些防腐锚杆也存在结构复杂、抗腐蚀性能不佳等问题。Since the stratum or groundwater is always slightly or heavily corrosive to concrete and anchors, it is difficult to effectively guarantee the durability and bearing capacity of permanent anchorage, anti-floating or pull-out engineering, and anti-corrosion treatment is required for anchors. In the process of design and manufacture of traditional anchor bolts, the anti-corrosion problem of anchor bolts is seldom considered. Some anti-corrosion bolts that have been put into use also have problems such as complex structure and poor corrosion resistance.
锚杆防腐技术措施主要有隔离和绝缘,主要方法有锚杆镀锌层、环氧树脂涂层、注浆固结保护、套管包裹保护等,其中注浆固结是最主要的防腐方式之一。对防腐锚杆的研究大部分还是集中在杆体的防腐研究,较少涉及外锚头的防腐研究。如申请号为CN97217266.1公开的防腐金属锚杆,其表面电镀层的加工工序复杂、厚度很小,储运、施工中的碰撞刮擦易使其表面防腐层脱落失效;申请号为201220476433.0公开的一种矿山热塑防腐锚杆支护装置,其进行防腐作业时需要加热融化热塑性材料,操作繁琐,并且结构过于复杂,实用性差;申请号为201220609725.7公开的一种囊式防腐锚杆,其防腐结构为一种不透水的袋子,降低了锚杆与水泥砂浆的握裹力,影响了锚固质量且施工时也容易导致袋子破裂而失去防腐效果。The anti-corrosion technical measures of anchor bolts mainly include isolation and insulation. The main methods include galvanized layer of anchor bolts, epoxy resin coating, grouting consolidation protection, casing wrapping protection, etc., among which grouting consolidation is the most important anti-corrosion method. one. Most of the research on anti-corrosion bolts still focuses on the anti-corrosion research of the rod body, and less involves the anti-corrosion research of the outer anchor head. Such as the anti-corrosion metal anchor disclosed by the application number CN97217266.1, the processing procedure of its surface electroplating layer is complicated, the thickness is very small, and the collision and scraping in storage, transportation and construction can easily make the surface anti-corrosion layer fall off and fail; the application number is 201220476433.0 publication A thermoplastic anti-corrosion bolt support device for mines, which needs to heat and melt thermoplastic materials during anti-corrosion operations, the operation is cumbersome, and the structure is too complicated, and the practicability is poor; the application number is 201220609725.7 A capsule-type anti-corrosion anchor, its The anti-corrosion structure is a kind of impermeable bag, which reduces the holding force between the anchor rod and the cement mortar, affects the anchoring quality, and is easy to cause the bag to rupture during construction and lose the anti-corrosion effect.
发明内容Contents of the invention
针对上述技术问题,本发明提供一种内置式全长防腐锚杆,对锚杆的进行有效的防腐,具体技术方案为:In view of the above technical problems, the present invention provides a built-in full-length anti-corrosion anchor, which can effectively prevent the anti-corrosion of the anchor. The specific technical solution is:
内置式全长防腐锚杆,包括空心螺纹杆、锚杆前端、外锚头、保护层;所述的空心螺纹杆一端与锚杆前端连接,另一端与外锚头连接,空心螺纹杆上安装有对中器;外锚头包括内凹形托盘,内凹形托盘包括托盘,托盘中心连接凹腔,内凹形托盘的凹腔通过垫片和螺母与空心螺纹杆连接,凹腔由内凹形封帽;内凹形托盘的托盘紧贴岩壁的一面带有锯齿状突刺,内凹形托盘通过水泥钢钉固定在岩壁上,内凹形托盘的凹腔上留有小孔用于安装注浆排气管,内凹形托盘的托盘外侧有保护层。The built-in full-length anti-corrosion anchor includes a hollow threaded rod, the front end of the anchor rod, an outer anchor head, and a protective layer; one end of the hollow threaded rod is connected to the front end of the anchor rod, and the other end is connected to the outer anchor head. There is a centering device; the outer anchor head includes an inner concave tray, the inner concave tray includes a tray, the center of the tray is connected to the cavity, and the cavity of the inner concave tray is connected to the hollow threaded rod through a gasket and a nut, and the cavity is formed by the inner concave shaped cap; the side of the inner concave tray close to the rock wall has serrated thorns, the inner concave tray is fixed on the rock wall by cement steel nails, and there are small holes in the cavity of the inner concave tray for The grouting exhaust pipe is installed, and there is a protective layer on the outside of the tray of the concave tray.
所述的锚杆前端为实心螺纹杆,实心螺纹杆通过连接套筒与空心螺纹杆连接,连接套筒中部有出浆孔,出浆孔与空心螺纹杆的中空腔体连通,连接套筒外壁有阻浆器。阻浆器为圆环,圆环有喇叭型的挡板。The front end of the anchor rod is a solid threaded rod, and the solid threaded rod is connected to the hollow threaded rod through a connecting sleeve. There is a slurry blocker. The slurry blocker is a ring, and the ring has a trumpet-shaped baffle.
用早强锚固剂锚固实心螺纹杆,待早强锚固剂达到一定强度要求后可对锚杆进行张拉施加预应力,并通过空心螺纹杆的中空腔体灌注水泥砂浆,实现全长锚固。Use the early-strength anchoring agent to anchor the solid threaded rod. After the early-strength anchoring agent reaches a certain strength requirement, the anchor rod can be tensioned and prestressed, and cement mortar can be poured through the hollow cavity of the hollow threaded rod to achieve full-length anchoring.
或者,所述的锚杆前端为涨壳式锚固头,涨壳式锚固头通过螺纹与空心螺纹杆连接。Alternatively, the front end of the anchor rod is a shell-expanding anchor head, and the shell-expanding anchor head is connected to the hollow threaded rod through threads.
涨壳式锚固头采用普通钢制涨壳,将锚杆送入钻孔内后,将涨壳式锚固头顶压涨开后可施加预应力,并通过空心螺纹杆的中空腔体灌注水泥砂浆,实现全长锚固。The expansion shell anchor head adopts ordinary steel expansion shell. After the anchor rod is sent into the drill hole, the top of the expansion shell anchor head is compressed and prestressed, and the cement mortar is poured through the hollow cavity of the hollow threaded rod. Achieving full length anchorage.
本发明提供的内置式全长防腐锚杆,通过注浆固结实现了锚杆杆体的抗腐蚀保护,通过外锚头内置实现了外锚头的抗腐蚀保护,“暗锚式”的外锚头不会裸露在钻孔之外,而是内置于钻孔内,在实现锚杆全长防腐的同时,又节省了原来外置的外锚头所占的空间,有效的增加了施工作业空间,减少了对施工的干扰和不利影响,通过保护层密封实现了整个锚杆的抗腐蚀保护,锚杆可以有效的抗腐蚀,防腐性能持久可靠、适用范围广,尤其适用于对防腐有高度要求的永久性岩土锚固工程。The built-in full-length anti-corrosion bolt provided by the present invention realizes the anti-corrosion protection of the bolt body through grouting consolidation, and realizes the anti-corrosion protection of the outer anchor head through the built-in outer anchor head. The "hidden anchor" outer anchor The head will not be exposed outside the drill hole, but built into the drill hole. While realizing the anti-corrosion of the entire length of the anchor rod, it also saves the space occupied by the original external anchor head, effectively increasing the construction work space , reducing the interference and adverse effects on construction, and realizing the anti-corrosion protection of the entire anchor rod through the sealing of the protective layer, the anchor rod can effectively resist corrosion, the anti-corrosion performance is durable and reliable, and the application range is wide, especially suitable for high requirements on anti-corrosion permanent geotechnical anchoring works.
附图说明Description of drawings
图1是本发明的实施例1结构示意图;Fig. 1 is the structural representation of embodiment 1 of the present invention;
图2是本发明的实施例1的局部结构示意图。Fig. 2 is a partial structural schematic diagram of Embodiment 1 of the present invention.
图3是本发明的对中器结构示意图;Fig. 3 is a schematic structural view of the centering device of the present invention;
图4是本发明的实施例2结构示意图;Fig. 4 is the structural representation of embodiment 2 of the present invention;
图5是本发明的内凹形托盘结构示意图。Fig. 5 is a schematic diagram of the structure of the concave tray of the present invention.
具体实施例specific embodiment
结合附图说明本发明的具体实施方式。The specific embodiment of the present invention will be described with reference to the accompanying drawings.
实施例1Example 1
如图1所示,内置式全长防腐锚杆,包括空心螺纹杆16、锚杆前端、外锚头、保护层3;所述的空心螺纹杆16一端与锚杆前端连接,另一端与外锚头连接,空心螺纹杆16上安装有对中器17;As shown in Figure 1, the built-in full-length anti-corrosion anchor includes a hollow threaded rod 16, the front end of the anchor rod, an outer anchor head, and a protective layer 3; one end of the hollow threaded rod 16 is connected to the front end of the anchor rod, and the other end is connected to the outer anchor rod. The anchor head is connected, and a centering device 17 is installed on the hollow threaded rod 16;
外锚头包括内凹形托盘4,内凹形托盘4包括托盘,托盘中心连接凹腔,内凹形托盘4的凹腔通过垫片8和螺母6与空心螺纹杆16连接,螺母6为阻尼式螺母,材料采用Q235A、抗拉强度不低于375MPa的碳素结构钢。凹腔由内凹形封帽2密封,密封空间内填充黄油5;内凹形托盘4的托盘紧贴岩壁的一面带有锯齿状突刺,内凹形托盘4通过水泥钢钉1固定在岩壁上,内凹形托盘4的凹腔上留有小孔用于安装注浆排气管7,内凹形托盘4的托盘外侧有保护层3。The outer anchor head includes an inner concave tray 4, the inner concave tray 4 includes a tray, and the center of the tray is connected to a cavity, and the cavity of the inner concave tray 4 is connected to the hollow threaded rod 16 through a gasket 8 and a nut 6, and the nut 6 is a damping The nut is made of Q235A carbon structural steel with a tensile strength not less than 375MPa. The concave cavity is sealed by the concave-shaped sealing cap 2, and butter 5 is filled in the sealed space; the side of the concave-shaped tray 4 close to the rock wall has serrated thorns, and the concave-shaped tray 4 is fixed on the rock by cement steel nails 1. On the wall, small holes are left on the cavity of the inner concave tray 4 for installing the grouting exhaust pipe 7, and the outer side of the inner concave tray 4 has a protective layer 3.
如图2所示,所述的锚杆前端包括实心螺纹杆13,实心螺纹杆13通过连接套筒10与空心螺纹杆16连接,连接套筒10中部有出浆孔15,出浆孔15与空心螺纹杆16的中空腔体连通,连接套筒10外壁有阻浆器14。阻浆器14为圆环,圆环有喇叭型的挡板。As shown in Figure 2, the front end of the anchor rod includes a solid threaded rod 13, the solid threaded rod 13 is connected with the hollow threaded rod 16 through the connecting sleeve 10, the middle part of the connecting sleeve 10 has a grout hole 15, and the grout hole 15 is connected to the hollow threaded rod 16. The hollow cavity of the hollow threaded rod 16 is connected, and the outer wall of the connecting sleeve 10 has a slurry trap 14 . The slurry blocker 14 is a ring, and the ring has a trumpet-shaped baffle.
实心螺纹杆13与空心螺纹杆16组成杆体,杆体镀锌处理,空心螺纹杆16外径为25~40mm,壁厚为5mm;实心螺纹杆13采用螺纹钢筋,直径为20~30mm,杆体总长度为2~6m,实心螺纹杆13与空心螺纹杆16的长度比例为1∶6~1∶2。The solid threaded rod 13 and the hollow threaded rod 16 form a rod body, and the rod body is galvanized. The outer diameter of the hollow threaded rod 16 is 25-40mm, and the wall thickness is 5mm; The length ratio of the solid threaded rod 13 to the hollow threaded rod 16 is 1:6 to 1:2.
连接套筒10由碳素结构钢制成,抗拉强度大于实心螺纹杆13和空心螺纹杆16的抗拉强度,外径大于空心螺纹杆16外径10~15mm;连接套筒10中部出浆孔15数量不小于2个。The connecting sleeve 10 is made of carbon structural steel, the tensile strength is greater than that of the solid threaded rod 13 and the hollow threaded rod 16, and the outer diameter is 10-15mm larger than that of the hollow threaded rod 16; The number of holes 15 is not less than 2.
阻浆器14采用塑料材质,与连接套筒10相连接,挡板外缘与孔壁相贴合。The slurry blocker 14 is made of plastic material, and is connected with the connecting sleeve 10, and the outer edge of the baffle is attached to the hole wall.
如图3所示,对中器17为外表面带定位尺的圆柱体,采用塑料材质,对中器17内表面与空心螺纹杆16相连接,外缘与孔壁相接触。As shown in Figure 3, the centering device 17 is a cylinder with a positioning ruler on the outer surface, made of plastic, the inner surface of the centering device 17 is connected with the hollow threaded rod 16, and the outer edge is in contact with the hole wall.
锚杆安装:用钻孔机在岩壁上进行钻孔并清理钻孔,在钻孔底部放入早强锚固剂12;其次,将内置式全长防腐锚杆用钻机以转动冲压等方式安装就位,内置式全长防腐锚杆前端的实心螺纹杆13将早强锚固剂挤压搅拌,充填密实,形成早强锚固体;待早强锚固体达到一定强度后,安装外锚头,按要求施加预应力;最后,进行注浆,应做到钻孔内的水泥砂浆9充填密实,完成锚杆安装。Bolt installation: use a drilling machine to drill a hole on the rock wall and clean the hole, put an early-strength anchoring agent 12 at the bottom of the hole; secondly, use a drilling machine to install the built-in full-length anti-corrosion bolt by means of rotary stamping, etc. In place, the solid threaded rod 13 at the front end of the built-in full-length anti-corrosion anchor squeezes and stirs the early-strength anchoring agent, fills it densely, and forms an early-strength anchoring body; after the early-strength anchoring body reaches a certain strength, install the outer anchor head, press It is required to apply prestress; finally, grouting should be carried out, and the cement mortar 9 in the borehole should be filled densely to complete the bolt installation.
工作原理:内置式全长防腐锚杆的杆体部分防腐采用水泥砂浆固结保护,是目前最主要的防腐手段之一,在充填均匀密实的情况下,防腐效果良好;通过内置外锚头并用内凹形封帽2密封,中间充填黄油的方式达到了外锚头的防腐;通过水泥浆或混凝土形成保护层3封抹钻孔附近的岩面,保护层3强度不低于C30,保护层厚度不小于50mm,将内凹形托盘4及整个锚固体系密封保护起来,达到与外界空气和水隔绝的目的。通过这三层防腐体系实现了锚杆的抗腐蚀功能,防腐效果持久可靠。Working principle: The rod body of the built-in full-length anti-corrosion anchor is protected by cement mortar consolidation, which is one of the most important anti-corrosion methods at present. In the case of uniform and dense filling, the anti-corrosion effect is good; The concave sealing cap 2 is sealed, and the way of filling butter in the middle achieves the anticorrosion of the outer anchor head; the protective layer 3 is sealed and wiped on the rock surface near the drilling hole by cement slurry or concrete. The strength of the protective layer 3 is not lower than C30, and the thickness of the protective layer is Not less than 50mm, the inner concave tray 4 and the entire anchoring system are sealed and protected to achieve the purpose of isolating from outside air and water. The anti-corrosion function of the bolt is realized through the three-layer anti-corrosion system, and the anti-corrosion effect is durable and reliable.
实施例2Example 2
如图4所示,内置式全长防腐锚杆,包括空心螺纹杆16、锚杆前端、外锚头、保护层3;所述的空心螺纹杆16一端与锚杆前端连接,另一端与外锚头连接,空心螺纹杆16上安装有对中器17;As shown in Figure 4, the built-in full-length anti-corrosion anchor includes a hollow threaded rod 16, the front end of the anchor rod, an outer anchor head, and a protective layer 3; one end of the hollow threaded rod 16 is connected to the front end of the anchor rod, and the other end is connected to the outer anchor rod. The anchor head is connected, and a centering device 17 is installed on the hollow threaded rod 16;
外锚头包括内凹形托盘4,内凹形托盘4包括托盘,托盘中心连接凹腔,内凹形托盘4的凹腔通过垫片8和螺母6与空心螺纹杆16连接,凹腔由内凹形封帽2密封空间内填充黄油5;内凹形托盘4的托盘紧贴岩壁的一面带有锯齿状突刺,内凹形托盘4通过水泥钢钉1固定在岩壁上,内凹形托盘4的凹腔上留有小孔用于安装注浆排气管7,注浆排气管7为塑料管,兼具注浆与排气功能。内凹形托盘4的托盘外侧有保护层3。The outer anchor head includes an inner concave tray 4, and the inner concave tray 4 includes a tray. The concave sealing cap 2 is filled with butter 5 in the sealed space; the inner concave tray 4 has serrated thorns on the side of the tray close to the rock wall, and the inner concave tray 4 is fixed on the rock wall by cement steel nails 1. The concave cavity of the tray 4 has small holes for installing the grouting exhaust pipe 7, and the grouting exhaust pipe 7 is a plastic pipe, which has both grouting and exhaust functions. There is a protective layer 3 on the outside of the inner concave tray 4 .
所述的锚杆前端包括涨壳式锚固头18,涨壳式锚固头18通过螺纹与空心螺纹杆16连接。The front end of the anchor rod includes a shell-expanding anchor head 18, which is connected to the hollow threaded rod 16 through threads.
采用人力或者机器顶压锚杆外端头,使涨壳式锚固头18涨开并紧贴孔壁,形成初步的锚固力,并可通过千斤顶等工具按要求施加预应力;最后,进行注浆,钻孔内的水泥砂浆9充填密实,完成锚杆安装。Manpower or machines are used to press the outer end of the anchor rod, so that the shell-type anchor head 18 expands and clings to the hole wall to form a preliminary anchoring force, and prestress can be applied as required by jacks and other tools; finally, grouting , the cement mortar 9 in the borehole is filled densely, and the bolt installation is completed.
另外,如图5所示,两种实施方式的内凹形托盘4的凹腔,可以为圆柱形凹腔,也可以为锥形凹腔,锥形凹腔的外壁不与钻孔壁相贴合,而是呈一定角度。In addition, as shown in Figure 5, the cavity of the concave tray 4 of the two embodiments can be a cylindrical cavity or a conical cavity, and the outer wall of the conical cavity is not attached to the wall of the drilled hole. together, but at an angle.
实施例1与实施例2的内置式全长防腐锚杆均可进行向下安装和向上安装。当向下安装时,水泥砂浆9由空心螺纹杆16的中空腔体注入,并由钻孔底部向孔口处充填密实,空气从注浆排气管7中排出;当向上安装时,水泥砂浆9由注浆排气管7进入钻孔,并由孔口处向钻孔底部充填密实,空气从空心螺纹杆16的中空腔体排出。The built-in full-length anti-corrosion anchor rods of Embodiment 1 and Embodiment 2 can be installed downwards or upwards. When installed downwards, the cement mortar 9 is injected into the hollow cavity of the hollow threaded rod 16, and is filled densely from the bottom of the borehole to the hole, and the air is discharged from the grouting exhaust pipe 7; when installed upwards, the cement mortar 9 Enter the borehole from the grouting exhaust pipe 7, and fill it from the hole to the bottom of the borehole, and the air is discharged from the hollow cavity of the hollow threaded rod 16.
Claims (4)
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| CN106149718A (en) * | 2016-07-27 | 2016-11-23 | 屈荐映 | A kind of building municipal works improvement anchor pole |
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| CN118518572A (en) * | 2024-07-22 | 2024-08-20 | 成都理工大学 | Indoor test equipment for hot corrosion performance of supporting anchor rod |
| CN118518572B (en) * | 2024-07-22 | 2024-10-01 | 成都理工大学 | Indoor test equipment for hot corrosion performance of supporting anchor rod |
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