CN107288268A - Endoscope detects the structure and its method of grouting behind shaft or drift lining plug-in type sleeve reinforced bar joint - Google Patents
Endoscope detects the structure and its method of grouting behind shaft or drift lining plug-in type sleeve reinforced bar joint Download PDFInfo
- Publication number
- CN107288268A CN107288268A CN201710511845.0A CN201710511845A CN107288268A CN 107288268 A CN107288268 A CN 107288268A CN 201710511845 A CN201710511845 A CN 201710511845A CN 107288268 A CN107288268 A CN 107288268A
- Authority
- CN
- China
- Prior art keywords
- sleeve
- passage
- grouting
- industrial endoscope
- endoscope
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
- 238000000034 method Methods 0.000 title claims abstract description 26
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 63
- 239000010959 steel Substances 0.000 claims abstract description 63
- 238000010276 construction Methods 0.000 claims abstract description 19
- 238000001514 detection method Methods 0.000 claims abstract description 12
- 239000000523 sample Substances 0.000 claims description 23
- 239000011440 grout Substances 0.000 claims description 15
- 239000002002 slurry Substances 0.000 claims description 9
- 238000003780 insertion Methods 0.000 claims description 3
- 230000037431 insertion Effects 0.000 claims description 3
- 238000007569 slipcasting Methods 0.000 claims 9
- 210000003205 muscle Anatomy 0.000 claims 3
- 230000003014 reinforcing effect Effects 0.000 claims 2
- 230000005540 biological transmission Effects 0.000 claims 1
- 238000000151 deposition Methods 0.000 claims 1
- 239000004570 mortar (masonry) Substances 0.000 claims 1
- 238000007689 inspection Methods 0.000 description 8
- 238000011161 development Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 239000000243 solution Substances 0.000 description 3
- 230000006378 damage Effects 0.000 description 2
- 230000007547 defect Effects 0.000 description 2
- 230000001066 destructive effect Effects 0.000 description 2
- 238000002347 injection Methods 0.000 description 2
- 239000007924 injection Substances 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000001839 endoscopy Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 239000011372 high-strength concrete Substances 0.000 description 1
- 238000003384 imaging method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000004445 quantitative analysis Methods 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
- 238000011179 visual inspection Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
- E04C5/162—Connectors or means for connecting parts for reinforcements
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01B—MEASURING LENGTH, THICKNESS OR SIMILAR LINEAR DIMENSIONS; MEASURING ANGLES; MEASURING AREAS; MEASURING IRREGULARITIES OF SURFACES OR CONTOURS
- G01B11/00—Measuring arrangements characterised by the use of optical techniques
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N21/00—Investigating or analysing materials by the use of optical means, i.e. using sub-millimetre waves, infrared, visible or ultraviolet light
- G01N21/84—Systems specially adapted for particular applications
- G01N21/88—Investigating the presence of flaws or contamination
- G01N21/95—Investigating the presence of flaws or contamination characterised by the material or shape of the object to be examined
- G01N21/954—Inspecting the inner surface of hollow bodies, e.g. bores
-
- G—PHYSICS
- G02—OPTICS
- G02B—OPTICAL ELEMENTS, SYSTEMS OR APPARATUS
- G02B23/00—Telescopes, e.g. binoculars; Periscopes; Instruments for viewing the inside of hollow bodies; Viewfinders; Optical aiming or sighting devices
- G02B23/24—Instruments or systems for viewing the inside of hollow bodies, e.g. fibrescopes
- G02B23/2476—Non-optical details, e.g. housings, mountings, supports
- G02B23/2484—Arrangements in relation to a camera or imaging device
Landscapes
- Physics & Mathematics (AREA)
- General Physics & Mathematics (AREA)
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Chemical & Material Sciences (AREA)
- General Health & Medical Sciences (AREA)
- Health & Medical Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Astronomy & Astrophysics (AREA)
- Analytical Chemistry (AREA)
- Biochemistry (AREA)
- Optics & Photonics (AREA)
- Immunology (AREA)
- Pathology (AREA)
- Multimedia (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Lining And Supports For Tunnels (AREA)
- Reinforcement Elements For Buildings (AREA)
Abstract
本发明公开了一种内窥镜法检测后注浆插入式套筒钢筋接头的结构及其方法,属于检测技术领域。通过工业内窥镜来观察套筒内的钢筋位置是否到位,该方法操作简便,结果直观可靠,适用工况广泛,受现场施工条件影响较小;同时可以检查注浆通道和溢浆通道是否通畅,为后续的注浆施工质量提供保障。
The invention discloses a structure and a method for detecting post-grouting plug-in sleeve steel bar joints by an endoscope method, and belongs to the technical field of detection. Use an industrial endoscope to observe whether the steel bars in the sleeve are in place. This method is easy to operate, the result is intuitive and reliable, it is applicable to a wide range of working conditions, and is less affected by site construction conditions; at the same time, it can check whether the grouting channel and the grouting channel are unobstructed , to provide guarantee for the subsequent grouting construction quality.
Description
技术领域technical field
本发明属于检测方法领域,具体涉及一种内窥镜法检测后注浆插入式套筒钢筋接头的结构及其方法。The invention belongs to the field of detection methods, and in particular relates to a structure and a method of an endoscopic detection post-grouting plug-in sleeve steel bar joint.
背景技术Background technique
随着我国社会经济的不断发展,住房产业也迅速发展进而带动整个国民经济结构调整升级并成为国民经济的一项重要支柱产业,我国当前住房建设的一项重要任务就是推进住房产业现代化。装配式建筑结构作为一种新兴的绿色环保节能型建筑方式,由于其施工速度快、经济效益和环境效益好等优点受到了房地产商、建筑施工企业以及设计人员的关注。装配式建筑结构是实现住房产业现代化和可持续发展的有效途径,代表了建筑业技术进步的方向。With the continuous development of my country's social economy, the housing industry has also developed rapidly, which has led to the adjustment and upgrading of the entire national economic structure and has become an important pillar industry of the national economy. An important task of my country's current housing construction is to promote the modernization of the housing industry. As an emerging green, environmentally friendly and energy-saving building method, the prefabricated building structure has attracted the attention of real estate developers, construction companies and designers due to its advantages such as fast construction speed, good economic and environmental benefits. The prefabricated building structure is an effective way to realize the modernization and sustainable development of the housing industry, and represents the direction of technological progress in the construction industry.
虽说装配式建筑结构的优点很多,但人们首先关注解决的问题依然是如何保证其在寿命年限内安全正常的使用。预制构件现场连接节点的质量成为影响装配式建筑质量的重要因素,装配式建筑预制构件的现场连接常使用后注浆套筒插入式钢筋连接方式,其主要工作原理是:将一预制构件内置的钢筋与套筒螺纹连接,另一预制构件外露钢筋插入套筒内,组装完成后,通过注浆孔(软管)注入高强度混凝土(注浆孔不外露的可以使用软管接出墙体表面),这样便可通过套筒和钢筋将两预制构件连接起来。Although there are many advantages of prefabricated building structures, the first problem that people pay attention to is still how to ensure their safe and normal use within the life span. The quality of the on-site connection nodes of prefabricated components has become an important factor affecting the quality of prefabricated buildings. The on-site connection of prefabricated components in prefabricated buildings often uses the post-grouting sleeve inserting steel bar connection method. The main working principle is: a prefabricated component built-in The steel bar is threaded with the sleeve, and the exposed steel bar of another prefabricated component is inserted into the sleeve. After the assembly is completed, high-strength concrete is injected through the grouting hole (hose) (if the grouting hole is not exposed, the hose can be used to connect the surface of the wall ), so that the two prefabricated components can be connected through sleeves and steel bars.
该种连接方式在保证施工质量的情况下可以实现两预制构件很牢固的连接,但是在施工过程中可能出现种种问题导致本应插入套筒内的钢筋被截断或者钢筋没有按照规定要求足长的插入钢筋套筒内,从而影响预制构件现场连接节点的质量,使组装完成的装配式建筑存在一定的安全隐患。综上所述,开发一种可以有效准确的探查套筒内钢筋是否到位的检测方法对于保证装配式建筑的施工质量和装配式建筑的大范围推广使用至关重要。This connection method can achieve a very firm connection between the two prefabricated components under the condition of ensuring the construction quality, but various problems may occur during the construction process, which may cause the steel bars that should be inserted into the sleeve to be cut off or the steel bars are not as long as required. It is inserted into the steel bar sleeve, thereby affecting the quality of the on-site connection nodes of the prefabricated components, and causing certain safety hazards in the assembled prefabricated building. In summary, the development of a detection method that can effectively and accurately detect whether the steel bars in the sleeve are in place is very important to ensure the construction quality of prefabricated buildings and the wide-scale promotion and use of prefabricated buildings.
工业内窥镜检测是无损检测中目视检测的一种,它可以直接反映出被检测物体内部的情况,并且在检测的同时可以对整个检测过程进行动态的录影记录或照相记录,而且能对发现的缺陷进行定量分析,测量缺陷的长度、面积等。目前,工业内窥镜已被广泛应用于航空、汽车、土木建筑等现代核心工业的各个部门。Industrial endoscope inspection is a kind of visual inspection in non-destructive inspection. It can directly reflect the internal situation of the object to be inspected, and can dynamically record or photograph the entire inspection process while inspecting. Quantitative analysis is carried out on the defects found, and the length and area of the defects are measured. At present, industrial endoscopes have been widely used in various departments of modern core industries such as aviation, automobiles, and civil engineering.
发明内容Contents of the invention
考虑到后注浆套筒插入式钢筋连接方式可能出现的钢筋未能按照规定要求足长的插入套筒内,其结果会导致装配式建筑预制构件的连接质量出现问题从而使建筑物存在严重的安全隐患,需要在现场预制构件装配完成未进行注浆施工时对套筒内的钢筋位置进行检测,判断其是否到位,同时检查注浆和溢浆通道是否通畅,为后续的注浆施工质量提供保障。借助目前已有的检测设备—工业内窥镜,其可用于人眼无法直接观察到的场所的检查,在不需拆卸或破坏组装的情况下实现无损检测。因此可借助工业内窥镜来检查钢筋套筒内的钢筋位置。Considering that the post-grouting sleeve insertion type steel bar connection method may cause the steel bar to fail to insert the full length into the sleeve according to the specified requirements, the result will lead to problems in the connection quality of the prefabricated components of the prefabricated building and cause serious damage to the building. Potential safety hazards, it is necessary to detect the position of the steel bars in the sleeve when the on-site prefabricated components are assembled and the grouting construction is not carried out, to judge whether they are in place, and at the same time check whether the grouting and overflow channels are unobstructed, so as to provide a guarantee for the quality of subsequent grouting construction. Assure. With the help of the existing inspection equipment—industrial endoscope, it can be used for inspection in places that cannot be directly observed by the human eye, and non-destructive inspection can be realized without disassembly or destruction of assembly. Therefore, the position of the steel bar in the steel bar sleeve can be checked with the help of an industrial endoscope.
本发明目的在于设计一种检测结构和方法,主要用于检测装配式建筑预制构件现场连接完成后进行注浆施工前的钢筋套筒内钢筋是否按照要求足长的插入套筒内。解决具体技术问题采用的技术方案分为两种:The purpose of the present invention is to design a detection structure and method, which is mainly used to detect whether the steel bar in the steel bar sleeve is inserted into the sleeve according to the required length after the on-site connection of prefabricated building components is completed and before grouting construction. There are two technical solutions to solve specific technical problems:
第一种方案适用于所述的套筒钢筋接头的溢浆通道和注浆通道伸出墙体外的情况:内窥镜法检测后注浆插入式套筒钢筋接头的结构,包括上构件预埋钢筋、下构件预埋钢筋、灌浆套筒和工业内窥镜,所述的灌浆套筒顶部设有螺纹孔,上构件预埋钢筋端部攻有螺纹并旋紧固定于所述的螺纹孔中;所述的灌浆套筒的上部和下部分别开设有溢浆通道和注浆通道;所述的下构件预埋钢筋伸入灌浆套筒内腔中;所述的工业内窥镜包括通过接线软管相连的工业内窥镜主机和工业内窥镜探头,其中工业内窥镜探头伸入注浆通道和/或溢浆通道中,用于将各自通道中的影像传输至工业内窥镜主机上。The first scheme is applicable to the case where the overflow channel and the grouting channel of the sleeve steel bar joint protrude from the wall: the structure of the post-grouting inserted sleeve steel bar joint is detected by the endoscope method, including the upper member prefabricated Embedded steel bars, pre-embedded steel bars in the lower member, grouting sleeve and industrial endoscope, the top of the grouting sleeve is provided with a threaded hole, and the end of the pre-embedded steel bar in the upper member is tapped and screwed to the threaded hole In the middle; the upper and lower parts of the grouting sleeve are provided with a grouting channel and a grouting channel respectively; the embedded steel bars of the lower member extend into the cavity of the grouting sleeve; An industrial endoscope host and an industrial endoscope probe connected by hoses, wherein the industrial endoscope probe extends into the grouting channel and/or overflow channel for transmitting the images in the respective channels to the industrial endoscope host superior.
第二种方案适用于套筒钢筋接头的溢浆通道和注浆通道位于墙体内部的情况:内窥镜法检测后注浆插入式套筒钢筋接头的结构,包括上构件预埋钢筋、下构件预埋钢筋、灌浆套筒和工业内窥镜,所述的灌浆套筒顶部设有螺纹孔,上构件预埋钢筋端部攻有螺纹并旋紧固定于所述的螺纹孔中;所述的灌浆套筒的上部和下部分别开设有溢浆通道和注浆通道,两个通道的端部分别接有一条延伸至墙体外部的连接软管;所述的下构件预埋钢筋伸入灌浆套筒中;所述的工业内窥镜包括通过接线软管相连的工业内窥镜主机和工业内窥镜探头,其中工业内窥镜探头穿过所述的连接软管伸入注浆通道和/或溢浆通道中,用于将各自通道中的影像传输至工业内窥镜主机上。The second scheme is applicable to the case where the overflow channel and the grouting channel of the sleeve steel bar joint are located inside the wall: the structure of the post-grouting inserted sleeve steel bar joint is detected by the endoscope method, including the pre-embedded steel bar of the upper member, the lower Component pre-embedded steel bar, grouting sleeve and industrial endoscope, the top of the grouting sleeve is provided with a threaded hole, and the end of the pre-embedded steel bar of the upper component is tapped and screwed and fixed in the threaded hole; The upper and lower parts of the grouting sleeve are respectively provided with overflow channels and grouting channels, and the ends of the two channels are respectively connected with a connecting hose extending to the outside of the wall; In the sleeve; the industrial endoscope includes an industrial endoscope host and an industrial endoscope probe connected by a wiring hose, wherein the industrial endoscope probe passes through the connecting hose and extends into the grouting channel and / or in the overflow channel, used to transmit the images in the respective channels to the industrial endoscope host.
基于上述两种方案,均可以进一步提供如下优选方式:Based on the above two schemes, the following preferred modes can be further provided:
作为优选,所述的接线软管表面光滑。Preferably, the surface of the connection hose is smooth.
作为优选,所述的下构件预埋钢筋优选采用带肋钢筋。As a preference, the pre-embedded reinforcement of the lower member preferably adopts ribbed reinforcement.
作为优选,所述的灌浆套筒的内腔带有沟槽。Preferably, the inner cavity of the grouting sleeve has grooves.
本发明的另一目的在于提供一种利用所述结构检测后注浆插入式套筒钢筋接头节点质量的方法,将该结构现场拼接完成后进行套筒内注浆施工前,调整工业内窥镜使其成像清晰;然后将带有工业内窥镜探头的接线软管分别送入注浆通道和溢浆通道,直至看到灌浆套筒内部的下构件预埋钢筋为止,并送入的过程中通过回传的影像检查注浆通道和溢浆通道是否通畅;观察工业内窥镜探头拍摄的套筒内部钢筋位置,判断钢筋是否按照规定要求足长的插入套筒内,完成套筒内注浆前的连接节点质量检测。Another object of the present invention is to provide a method for detecting the joint quality of post-grouting plug-in sleeve steel bar joints by using the structure. Make the image clear; then send the wiring hose with the industrial endoscope probe into the grouting channel and the grouting channel respectively until you can see the pre-embedded steel bars of the lower component inside the grouting sleeve, and during the feeding process Check whether the grouting channel and the grouting channel are unobstructed through the returned image; observe the position of the steel bar inside the sleeve captured by the industrial endoscope probe, and judge whether the steel bar is inserted into the sleeve at a sufficient length according to the specified requirements, and complete the grouting in the sleeve The previous connection node quality inspection.
本发明的有益效果如下:The beneficial effects of the present invention are as follows:
1.预制构件现场连接完成后进行注浆施工前,使用工业内窥镜观察套筒内部的钢筋位置,判断其是否按照规定要求足长的插入钢筋套筒内;1. After the on-site connection of prefabricated components is completed, before grouting construction, use an industrial endoscope to observe the position of the steel bars inside the sleeve, and judge whether it is inserted into the steel bar sleeve at a sufficient length according to the specified requirements;
2.带有高清摄像头的内窥镜探头与主机通过表面光滑的软管连接,可以通过各种复杂弯曲形状的注浆和溢浆通道并进入套筒内部,操作简便,受现场施工条件限制较小,工程适用性较好,且成像清晰,对钢筋位置判断准确;2. The endoscopic probe with a high-definition camera is connected to the host through a smooth hose, which can pass through various complex and curved grouting and overflow channels and enter the inside of the sleeve. It is easy to operate and is limited by site construction conditions. Small, good engineering applicability, and clear imaging, accurate judgment on the location of steel bars;
3.将内窥镜探头送入钢筋套筒内的过程中也可以检查套筒的注浆和溢浆通道是否畅通,为后续的注浆施工质量提供保障。该种方法操作便捷,检测迅速,结果直观可靠,具有良好的工程实用前景,为预制构件现场连接节点质量提供了保障,有利于装配式建筑的推广应用。3. In the process of sending the endoscope probe into the steel sleeve, it is also possible to check whether the grouting and overflow channels of the sleeve are unblocked, so as to provide guarantee for the quality of subsequent grouting construction. This method is easy to operate, rapid in detection, intuitive and reliable in results, has good engineering practical prospects, provides guarantee for the quality of on-site connection nodes of prefabricated components, and is conducive to the popularization and application of prefabricated buildings.
附图说明Description of drawings
图1实施例1中内窥镜法检测后注浆套筒式钢筋接头结构示意图。Fig. 1 is a schematic diagram of the structure of the grouting sleeve-type steel bar joint after endoscopic detection in Example 1.
图2实施例2中内窥镜法检测后注浆套筒式钢筋接头结构示意图。Fig. 2 is a schematic diagram of the structure of the grouting sleeve-type steel bar joint after endoscopic detection in Example 2.
图中:上构件预埋钢筋1、下构件预埋钢筋2、灌浆套筒3、工业内窥镜探头4、溢浆通道5、注浆通道6、接线软管7、墙体8和工业内窥镜主机9。In the figure: pre-embedded steel bar 1 for upper member, pre-embedded steel bar for lower member 2, grouting sleeve 3, industrial endoscope probe 4, overflow channel 5, grouting channel 6, wiring hose 7, wall 8 and industrial interior Looking Glass Host 9.
具体实施方式detailed description
下面结合附图和实施步骤对本发明进一步说明。The present invention will be further described below in conjunction with the accompanying drawings and implementation steps.
实施例1Example 1
如图1所示,为本实施例中内窥镜法检测后注浆套筒式钢筋接头方法示意图,适用于套筒钢筋接头的溢浆通道5和注浆通道6伸出墙体外部的情况。内窥镜法检测后注浆插入式套筒钢筋接头的结构,包括上构件预埋钢筋1、下构件预埋钢筋2、灌浆套筒3和工业内窥镜,灌浆套筒3顶部设有螺纹孔,内腔带有沟槽,下构件预埋钢筋2也最好采用带肋钢筋,以增加灌浆强度。上构件预埋钢筋1端部攻有螺纹并旋紧固定于灌浆套筒3顶部的螺纹孔中。灌浆套筒3的上部和下部分别开设有溢浆通道5和注浆通道6,施工过程中浆液从注浆通道6注入,填充满内腔后从溢浆通道5溢出。下构件预埋钢筋2伸入灌浆套筒3内腔中。工业内窥镜包括工业内窥镜主机9和两个工业内窥镜探头4,两个工业内窥镜探头4通过表面光滑的接线软管7分别与主机相连。工业内窥镜主机9上设有显示探头影像的屏幕。使用时,两个工业内窥镜探头4分别伸入注浆通道6和溢浆通道5中,用于将各自通道中的影像传输至工业内窥镜主机9上。当然,也可以仅设置一个工业内窥镜探头4,依次伸入注浆通道6和溢浆通道5中,其原理一致。As shown in Figure 1, it is a schematic diagram of the grouting sleeve-type steel bar joint method after detection by the endoscope method in this embodiment, which is suitable for the case where the overflow channel 5 and the grouting channel 6 of the sleeve steel bar joint protrude from the outside of the wall . The structure of the post-grouting plug-in sleeve steel bar joint is detected by endoscopy, including the embedded steel bar 1 of the upper member, the embedded steel bar 2 of the lower member, the grouting sleeve 3 and the industrial endoscope, and the top of the grouting sleeve 3 is provided with threads The hole has a groove in the inner cavity, and the pre-embedded steel bar 2 of the lower member is preferably ribbed steel bar to increase the grouting strength. The end of the pre-embedded steel bar 1 of the upper member is threaded and screwed and fixed in the threaded hole on the top of the grouting sleeve 3 . The upper and lower parts of the grouting sleeve 3 are provided with a grout overflow channel 5 and a grout injection channel 6 respectively. During construction, the grout is injected from the grout injection channel 6 and overflows from the grout overflow channel 5 after filling the inner cavity. The pre-embedded steel bar 2 of the lower component extends into the inner cavity of the grouting sleeve 3 . The industrial endoscope includes an industrial endoscope host 9 and two industrial endoscope probes 4, and the two industrial endoscope probes 4 are respectively connected to the host through smooth-surfaced wiring hoses 7. The industrial endoscope host 9 is provided with a screen for displaying probe images. When in use, the two industrial endoscope probes 4 respectively extend into the grouting channel 6 and the overflowing slurry channel 5 for transmitting the images in the respective channels to the industrial endoscope host 9 . Of course, only one industrial endoscope probe 4 can also be provided to extend into the grouting channel 6 and the grouting channel 5 sequentially, and the principles are the same.
利用上述结构检测后注浆插入式套筒钢筋接头节点质量的方法,具体如下The method of detecting the joint quality of post-grouting plug-in sleeve steel bar joints by using the above structure is as follows
步骤1、将预制构件按照规定要求进行现场拼接,上构件预埋钢筋1和灌浆套筒3螺纹连接,下构件预埋钢筋2伸入套筒内规定长度。Step 1. The prefabricated components are spliced on site according to the specified requirements, the pre-embedded steel bars 1 of the upper component are screwed to the grouting sleeve 3, and the pre-embedded steel bars 2 of the lower component are inserted into the sleeve to a specified length.
步骤2、现场拼接完成后进行套筒内注浆施工前,调整工业内窥镜的相关参数使影像显示清晰。然后将带有工业内窥镜探头4的光滑接线软管7分别送入注浆通道6和溢浆通道5,直至看到套筒内部的钢筋为止,送入的过程中检查注浆通道6和溢浆通道5通过回传的影像是否通畅。若发现有堵塞则需要先进行通管处理。Step 2. After the on-site splicing is completed, before grouting in the sleeve, adjust the relevant parameters of the industrial endoscope to make the image display clear. Then send the smooth wiring hose 7 with the industrial endoscope probe 4 into the grouting channel 6 and the overflowing grouting channel 5, until the steel bars inside the sleeve are seen, check the grouting channel 6 and the grouting channel 5 during the feeding process. Whether the overflow channel 5 is unobstructed through the returned image. If there is a blockage, it needs to be processed through the pipe first.
步骤3、观察工业内窥镜探头4拍摄的套筒内部下构件预埋钢筋2位置,判断钢筋是否按照规定要求足长的插入套筒内,完成套筒内注浆前的连接节点质量检测。Step 3. Observe the position of the pre-embedded steel bar 2 of the lower member inside the sleeve captured by the industrial endoscope probe 4, judge whether the steel bar is inserted into the sleeve at a sufficient length according to the specified requirements, and complete the quality inspection of the connection node before grouting in the sleeve.
实施例2Example 2
与上一实施例的区别仅在于本实施例中的待检测的套筒钢筋接头的溢浆通道5和注浆通道6位于墙体8内部,注浆通道6和溢浆通道5距离注浆操作面墙体8较远,因此需预先使用连接软管接出墙体表面,形成延长的注浆通道6和溢浆通道5。然后将工业内窥镜探头4送入该延长的通道中,进行上述检测工作。The difference from the previous embodiment is only that the grouting channel 5 and the grouting channel 6 of the sleeve steel joint to be detected in this embodiment are located inside the wall 8, and the grouting channel 6 and the grouting channel 5 are far away from the grouting operation. The face wall 8 is far away, so it is necessary to use a connecting hose to connect the surface of the wall in advance to form an extended grouting channel 6 and a grouting channel 5 . Then the industrial endoscopic probe 4 is sent into the extended channel to carry out the above-mentioned detection work.
使用后注浆套筒插入式钢筋连接方式进行装配式建筑预制构件连接时可能出现的主要问题之一是钢筋是否真正完整的插入套筒内(是否可能由于种种原因被截取掉)。本发明通过工业内窥镜来观察套筒内的钢筋位置是否到位,该方法操作简便,结果直观可靠,适用工况广泛,受现场施工条件影响较小;同时可以检查注浆通道和溢浆通道是否通畅,为后续的注浆施工质量提供保障。One of the main problems that may arise when using the post-grouting sleeve insertion type steel bar connection method to connect prefabricated building components is whether the steel bar is really completely inserted into the sleeve (whether it may be intercepted for various reasons). The invention uses an industrial endoscope to observe whether the position of the steel bar in the sleeve is in place. The method is easy to operate, the result is intuitive and reliable, applicable to a wide range of working conditions, and is less affected by site construction conditions; at the same time, the grouting channel and the grouting channel can be checked Whether it is unobstructed provides guarantee for the quality of subsequent grouting construction.
以上所述的实施例只是本发明的一种较佳的方案,然其并非用以限制本发明。有关技术领域的普通技术人员,在不脱离本发明的精神和范围的情况下,还可以做出各种变化和变型。因此凡采取等同替换或等效变换的方式所获得的技术方案,均落在本发明的保护范围内。The above-mentioned embodiment is only a preferred solution of the present invention, but it is not intended to limit the present invention. Various changes and modifications can be made by those skilled in the relevant technical fields without departing from the spirit and scope of the present invention. Therefore, all technical solutions obtained by means of equivalent replacement or equivalent transformation fall within the protection scope of the present invention.
Claims (6)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201710511845.0A CN107288268A (en) | 2017-06-27 | 2017-06-27 | Endoscope detects the structure and its method of grouting behind shaft or drift lining plug-in type sleeve reinforced bar joint |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201710511845.0A CN107288268A (en) | 2017-06-27 | 2017-06-27 | Endoscope detects the structure and its method of grouting behind shaft or drift lining plug-in type sleeve reinforced bar joint |
Publications (1)
Publication Number | Publication Date |
---|---|
CN107288268A true CN107288268A (en) | 2017-10-24 |
Family
ID=60099486
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201710511845.0A Pending CN107288268A (en) | 2017-06-27 | 2017-06-27 | Endoscope detects the structure and its method of grouting behind shaft or drift lining plug-in type sleeve reinforced bar joint |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN107288268A (en) |
Cited By (27)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108061592A (en) * | 2018-01-31 | 2018-05-22 | 昆山市建设工程质量检测中心 | A kind of method for half grout sleeve standard grout amount of quick field calibration reinforcing bar |
CN108152297A (en) * | 2018-01-31 | 2018-06-12 | 昆山市建设工程质量检测中心 | Inside peep the device and method of water flood detection reinforcing bar half grout sleeve grouting plumpness |
CN108277926A (en) * | 2018-01-31 | 2018-07-13 | 昆山市建设工程质量检测中心 | Slurry anchor connection part with detection hole and grouting plumpness detection method and benefit paste-making method |
CN108331260A (en) * | 2018-01-31 | 2018-07-27 | 昆山市建设工程质量检测中心 | Half grout sleeve with detection hole and grouting plumpness detection method and benefit paste-making method |
CN108663006A (en) * | 2018-08-01 | 2018-10-16 | 昆山市建设工程质量检测中心 | A method of connecting reinforcing bar insertion depth in the full grout sleeve splice of detection |
CN109141274A (en) * | 2018-08-01 | 2019-01-04 | 昆山市建设工程质量检测中心 | A method of reinforcing bar insertion depth is connected in half grout sleeve splice of detection |
CN109387141A (en) * | 2018-11-13 | 2019-02-26 | 中建安装工程有限公司 | A kind of full grout sleeve anchorage length of steel bar detection device |
CN109579679A (en) * | 2018-11-13 | 2019-04-05 | 中建安装工程有限公司 | A kind of half grout sleeve anchorage length of steel bar detection device |
CN113030098A (en) * | 2021-02-26 | 2021-06-25 | 上海市建筑科学研究院有限公司 | Method for detecting and processing sleeve connecting steel bar truncation |
CN113863157A (en) * | 2021-11-02 | 2021-12-31 | 湖北华投绿智工程科技有限公司 | Filling degree reinforcing device |
CN113863156A (en) * | 2021-11-02 | 2021-12-31 | 湖北华投绿智工程科技有限公司 | Non-coaxial filling degree reinforcing means |
CN113882261A (en) * | 2021-11-02 | 2022-01-04 | 湖北华投绿智工程科技有限公司 | A filling degree enhancement device with a slurry storage pipe and an exhaust pipe |
CN113882260A (en) * | 2021-11-02 | 2022-01-04 | 湖北华投绿智工程科技有限公司 | A filling degree enhancement device with a slurry storage tube |
CN113882265A (en) * | 2021-11-02 | 2022-01-04 | 湖北华投绿智工程科技有限公司 | Filling degree enhancing device with double exhaust pipes and slurry observing mechanism |
CN113882262A (en) * | 2021-11-02 | 2022-01-04 | 湖北华投绿智工程科技有限公司 | Non-coaxial fullness enhancing device with slurry storage pipe and slurry observing mechanism |
CN113882259A (en) * | 2021-11-02 | 2022-01-04 | 湖北华投绿智工程科技有限公司 | A filling degree enhancement device with dual exhaust pipes |
CN113882266A (en) * | 2021-11-02 | 2022-01-04 | 湖北华投绿智工程科技有限公司 | Non-coaxial fullness enhancing device with double exhaust pipes and slurry observing mechanism |
CN113882270A (en) * | 2021-11-02 | 2022-01-04 | 湖北华投绿智工程科技有限公司 | Non-coaxial fullness enhancing device with slurry observing mechanism and double exhaust pipes |
CN113882269A (en) * | 2021-11-02 | 2022-01-04 | 湖北华投绿智工程科技有限公司 | A non-coaxial filling degree enhancement device with slurry storage pipe and exhaust observation mechanism |
CN113882264A (en) * | 2021-11-02 | 2022-01-04 | 湖北华投绿智工程科技有限公司 | A filling degree enhancement device with slurry observation mechanism and dual exhaust pipes |
CN113882271A (en) * | 2021-11-02 | 2022-01-04 | 湖北华投绿智工程科技有限公司 | Non-coaxial filling degree enhancing device with double exhaust pipes |
CN113882267A (en) * | 2021-11-02 | 2022-01-04 | 湖北华投绿智工程科技有限公司 | Filling degree enhancing device with slurry storage pipe and slurry observing mechanism |
CN113882268A (en) * | 2021-11-02 | 2022-01-04 | 湖北华投绿智工程科技有限公司 | A non-coaxial filling degree enhancement device with slurry storage pipe and exhaust pipe |
CN114000430A (en) * | 2021-11-02 | 2022-02-01 | 湖北华投绿智工程科技有限公司 | A filling degree enhancement device with slurry storage pipe and exhaust observation mechanism |
CN114965467A (en) * | 2022-05-10 | 2022-08-30 | 昆山市建设工程质量检测中心 | Method for distinguishing grouted sleeve steel bars from inner wall of sleeve during drilling inspection |
CN114960931A (en) * | 2022-06-10 | 2022-08-30 | 华济建设工程集团有限公司 | Concrete prefabricated wallboard and assembling method thereof |
CN119000735A (en) * | 2024-10-22 | 2024-11-22 | 昆山市建设工程质量检测中心有限公司 | Nondestructive testing method for whether connecting reinforcing steel bars at assembly end of prefabricated wall inner sleeve are cut off or not |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2011021463A (en) * | 2009-06-19 | 2011-02-03 | Kyoritsu Enji Kk | Injection method for pc grout |
CN105064619A (en) * | 2015-08-02 | 2015-11-18 | 长安大学 | Rebar sleeve grouting connection member for prefabricated assembled type concrete component and connection method |
CN106088483A (en) * | 2016-07-29 | 2016-11-09 | 上海建工二建集团有限公司 | A kind of grout sleeve and using method |
CN205976232U (en) * | 2016-08-30 | 2017-02-22 | 北京智博联科技股份有限公司 | Grout sleeve |
CN106677437A (en) * | 2017-01-20 | 2017-05-17 | 周建 | Rebar connecting grout sleeve with standby holes and sleeve connection quality detecting method |
CN206876588U (en) * | 2017-06-27 | 2018-01-12 | 浙江大学 | An endoscopic method for detecting the structure of post-grouting plug-in sleeve steel bar joints |
-
2017
- 2017-06-27 CN CN201710511845.0A patent/CN107288268A/en active Pending
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2011021463A (en) * | 2009-06-19 | 2011-02-03 | Kyoritsu Enji Kk | Injection method for pc grout |
CN105064619A (en) * | 2015-08-02 | 2015-11-18 | 长安大学 | Rebar sleeve grouting connection member for prefabricated assembled type concrete component and connection method |
CN106088483A (en) * | 2016-07-29 | 2016-11-09 | 上海建工二建集团有限公司 | A kind of grout sleeve and using method |
CN205976232U (en) * | 2016-08-30 | 2017-02-22 | 北京智博联科技股份有限公司 | Grout sleeve |
CN106677437A (en) * | 2017-01-20 | 2017-05-17 | 周建 | Rebar connecting grout sleeve with standby holes and sleeve connection quality detecting method |
CN206876588U (en) * | 2017-06-27 | 2018-01-12 | 浙江大学 | An endoscopic method for detecting the structure of post-grouting plug-in sleeve steel bar joints |
Cited By (35)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108061592B (en) * | 2018-01-31 | 2019-08-13 | 昆山市建设工程质量检测中心 | A method of for half grout sleeve standard grout amount of quick field calibration reinforcing bar |
CN108152297A (en) * | 2018-01-31 | 2018-06-12 | 昆山市建设工程质量检测中心 | Inside peep the device and method of water flood detection reinforcing bar half grout sleeve grouting plumpness |
CN108277926A (en) * | 2018-01-31 | 2018-07-13 | 昆山市建设工程质量检测中心 | Slurry anchor connection part with detection hole and grouting plumpness detection method and benefit paste-making method |
CN108331260A (en) * | 2018-01-31 | 2018-07-27 | 昆山市建设工程质量检测中心 | Half grout sleeve with detection hole and grouting plumpness detection method and benefit paste-making method |
CN108061592A (en) * | 2018-01-31 | 2018-05-22 | 昆山市建设工程质量检测中心 | A kind of method for half grout sleeve standard grout amount of quick field calibration reinforcing bar |
CN108152297B (en) * | 2018-01-31 | 2019-10-22 | 昆山市建设工程质量检测中心 | Inside peep the method for water flood detection half grout sleeve of reinforcing bar grouting plumpness |
CN108277926B (en) * | 2018-01-31 | 2019-09-03 | 昆山市建设工程质量检测中心 | Slurry anchor connection part grouting plumpness detection method with detection hole |
CN108331260B (en) * | 2018-01-31 | 2019-09-03 | 昆山市建设工程质量检测中心 | Half grout sleeve grouting plumpness detection method with detection hole |
CN108663006A (en) * | 2018-08-01 | 2018-10-16 | 昆山市建设工程质量检测中心 | A method of connecting reinforcing bar insertion depth in the full grout sleeve splice of detection |
CN109141274A (en) * | 2018-08-01 | 2019-01-04 | 昆山市建设工程质量检测中心 | A method of reinforcing bar insertion depth is connected in half grout sleeve splice of detection |
CN109579679A (en) * | 2018-11-13 | 2019-04-05 | 中建安装工程有限公司 | A kind of half grout sleeve anchorage length of steel bar detection device |
CN109387141A (en) * | 2018-11-13 | 2019-02-26 | 中建安装工程有限公司 | A kind of full grout sleeve anchorage length of steel bar detection device |
CN109387141B (en) * | 2018-11-13 | 2024-03-08 | 中建安装工程有限公司 | Full grouting sleeve steel bar anchoring length detection device |
CN109579679B (en) * | 2018-11-13 | 2024-03-05 | 中建安装工程有限公司 | Half grout sleeve reinforcing bar anchor length detection device |
CN113030098A (en) * | 2021-02-26 | 2021-06-25 | 上海市建筑科学研究院有限公司 | Method for detecting and processing sleeve connecting steel bar truncation |
CN113030098B (en) * | 2021-02-26 | 2024-05-17 | 上海市建筑科学研究院有限公司 | Method for detecting and processing sleeve connection reinforcing steel bar cutoff |
CN113882260A (en) * | 2021-11-02 | 2022-01-04 | 湖北华投绿智工程科技有限公司 | A filling degree enhancement device with a slurry storage tube |
CN113882267A (en) * | 2021-11-02 | 2022-01-04 | 湖北华投绿智工程科技有限公司 | Filling degree enhancing device with slurry storage pipe and slurry observing mechanism |
CN113882262A (en) * | 2021-11-02 | 2022-01-04 | 湖北华投绿智工程科技有限公司 | Non-coaxial fullness enhancing device with slurry storage pipe and slurry observing mechanism |
CN113882259A (en) * | 2021-11-02 | 2022-01-04 | 湖北华投绿智工程科技有限公司 | A filling degree enhancement device with dual exhaust pipes |
CN113882266A (en) * | 2021-11-02 | 2022-01-04 | 湖北华投绿智工程科技有限公司 | Non-coaxial fullness enhancing device with double exhaust pipes and slurry observing mechanism |
CN113882270A (en) * | 2021-11-02 | 2022-01-04 | 湖北华投绿智工程科技有限公司 | Non-coaxial fullness enhancing device with slurry observing mechanism and double exhaust pipes |
CN113882269A (en) * | 2021-11-02 | 2022-01-04 | 湖北华投绿智工程科技有限公司 | A non-coaxial filling degree enhancement device with slurry storage pipe and exhaust observation mechanism |
CN113882264A (en) * | 2021-11-02 | 2022-01-04 | 湖北华投绿智工程科技有限公司 | A filling degree enhancement device with slurry observation mechanism and dual exhaust pipes |
CN113882271A (en) * | 2021-11-02 | 2022-01-04 | 湖北华投绿智工程科技有限公司 | Non-coaxial filling degree enhancing device with double exhaust pipes |
CN113882265A (en) * | 2021-11-02 | 2022-01-04 | 湖北华投绿智工程科技有限公司 | Filling degree enhancing device with double exhaust pipes and slurry observing mechanism |
CN113882268A (en) * | 2021-11-02 | 2022-01-04 | 湖北华投绿智工程科技有限公司 | A non-coaxial filling degree enhancement device with slurry storage pipe and exhaust pipe |
CN114000430A (en) * | 2021-11-02 | 2022-02-01 | 湖北华投绿智工程科技有限公司 | A filling degree enhancement device with slurry storage pipe and exhaust observation mechanism |
CN113863157A (en) * | 2021-11-02 | 2021-12-31 | 湖北华投绿智工程科技有限公司 | Filling degree reinforcing device |
CN113863156A (en) * | 2021-11-02 | 2021-12-31 | 湖北华投绿智工程科技有限公司 | Non-coaxial filling degree reinforcing means |
CN113882261A (en) * | 2021-11-02 | 2022-01-04 | 湖北华投绿智工程科技有限公司 | A filling degree enhancement device with a slurry storage pipe and an exhaust pipe |
CN114965467A (en) * | 2022-05-10 | 2022-08-30 | 昆山市建设工程质量检测中心 | Method for distinguishing grouted sleeve steel bars from inner wall of sleeve during drilling inspection |
CN114960931A (en) * | 2022-06-10 | 2022-08-30 | 华济建设工程集团有限公司 | Concrete prefabricated wallboard and assembling method thereof |
CN119000735A (en) * | 2024-10-22 | 2024-11-22 | 昆山市建设工程质量检测中心有限公司 | Nondestructive testing method for whether connecting reinforcing steel bars at assembly end of prefabricated wall inner sleeve are cut off or not |
CN119000735B (en) * | 2024-10-22 | 2025-02-07 | 昆山市建设工程质量检测中心有限公司 | Nondestructive testing method for whether the connecting steel bars at the sleeve assembly end in prefabricated walls are cut off |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN107288268A (en) | Endoscope detects the structure and its method of grouting behind shaft or drift lining plug-in type sleeve reinforced bar joint | |
CN206876588U (en) | An endoscopic method for detecting the structure of post-grouting plug-in sleeve steel bar joints | |
CN107389791B (en) | Structure and method for detecting post-grouting sleeve type steel bar joint by external vibration test method | |
CN110486569A (en) | Defect inspection and restorative procedure outside a kind of buried drain pipe road | |
CN103215975B (en) | Inbuilt method for distributed type sensing cable in foundation pile | |
CN107478719B (en) | Structure and method for detecting post-grouting sleeve type steel bar joint by built-in vibration test method | |
CN108663006A (en) | A method of connecting reinforcing bar insertion depth in the full grout sleeve splice of detection | |
CN210032352U (en) | Steel bar sleeve with grouting quality monitoring device | |
WO2024032147A1 (en) | Mortar lining wall thickness design method and device, and pipe repairing method and device | |
Xie et al. | Full-scale experimental investigation on the seismic performance of PC columns before and after repair of grouting defects | |
CN206876633U (en) | An external vibration test method to detect the structure of post-grouting sleeve-type steel bar joints | |
CN111189858B (en) | X-ray detection method for the connection quality of vertical reinforcement between layers of double-sided superimposed shear walls | |
CN103521486B (en) | Pile foundation ultrasonic detector tube Quick dredging method | |
CN103382843B (en) | The construction equipment preventing push-bench and tube coupling from rotating with pull bar and construction method | |
RU2460062C1 (en) | Method to determine corrosion condition of underground part of reinforced concrete supports of power transmission lines and contact system | |
CN206002086U (en) | The monitoring device of ultra-high pump concrete conveying blockage | |
Yin et al. | Experimental study on the effect of grouting volume on the tensile performance of offset semi-grouted couplers | |
CN208621131U (en) | The reinforcing bar connection visual detection and bracing means of grout sleeve | |
CN112504840A (en) | Assembled type building sleeve grouting quality detection device and construction method thereof | |
CN111678463A (en) | A method for detecting the misalignment of inserting bars at the lower end of a grouting sleeve steel bar joint | |
CN113932760B (en) | Rock-fill dam internal deformation monitoring pipeline device and system | |
CN116147846A (en) | A leak detection and treatment method for ground-wall joints based on borehole TV detection | |
CN109099986A (en) | The visual detection and bracing means and method of reinforcing bar connection grout sleeve | |
CN107142838A (en) | Prestress pipe and prestress pipe component | |
CN107655740A (en) | The device and method of different anchorage angle joint plane shear strength test specimens can be tested by making |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PB01 | Publication | ||
PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
RJ01 | Rejection of invention patent application after publication |
Application publication date: 20171024 |
|
RJ01 | Rejection of invention patent application after publication |