CN106907163A - A kind of shield tunnel ring intellectuality ruggedized construction and reinforcement means - Google Patents
A kind of shield tunnel ring intellectuality ruggedized construction and reinforcement means Download PDFInfo
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- 230000002787 reinforcement Effects 0.000 title claims abstract description 91
- 238000010276 construction Methods 0.000 title description 4
- 239000004570 mortar (masonry) Substances 0.000 claims abstract description 21
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 19
- 238000000034 method Methods 0.000 claims abstract description 17
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 14
- 239000010959 steel Substances 0.000 claims abstract description 14
- 229920000049 Carbon (fiber) Polymers 0.000 claims abstract description 9
- 239000004917 carbon fiber Substances 0.000 claims abstract description 9
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 claims abstract description 9
- 239000003822 epoxy resin Substances 0.000 claims description 19
- 229920000647 polyepoxide Polymers 0.000 claims description 19
- 239000003292 glue Substances 0.000 claims description 10
- 238000012544 monitoring process Methods 0.000 claims description 4
- 239000004568 cement Substances 0.000 claims description 3
- 239000003638 chemical reducing agent Substances 0.000 claims description 3
- 239000003795 chemical substances by application Substances 0.000 claims description 3
- 239000010881 fly ash Substances 0.000 claims description 3
- 229910052500 inorganic mineral Inorganic materials 0.000 claims description 3
- 239000011707 mineral Substances 0.000 claims description 3
- 239000000843 powder Substances 0.000 claims description 3
- 239000004576 sand Substances 0.000 claims description 3
- 229910001220 stainless steel Inorganic materials 0.000 claims description 3
- 239000010935 stainless steel Substances 0.000 claims description 3
- 239000002131 composite material Substances 0.000 abstract description 2
- 238000013461 design Methods 0.000 abstract description 2
- 238000005516 engineering process Methods 0.000 abstract description 2
- 238000000465 moulding Methods 0.000 abstract description 2
- 230000035882 stress Effects 0.000 description 7
- 239000000463 material Substances 0.000 description 4
- 238000005728 strengthening Methods 0.000 description 3
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 230000032683 aging Effects 0.000 description 1
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 230000018109 developmental process Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000003673 groundwater Substances 0.000 description 1
- 239000011796 hollow space material Substances 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 229910052760 oxygen Inorganic materials 0.000 description 1
- 239000001301 oxygen Substances 0.000 description 1
- 229920005989 resin Polymers 0.000 description 1
- 239000011347 resin Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 230000005641 tunneling Effects 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
- E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
- E21D11/04—Lining with building materials
- E21D11/08—Lining with building materials with preformed concrete slabs
- E21D11/083—Methods or devices for joining adjacent concrete segments
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- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
- E21D11/04—Lining with building materials
- E21D11/10—Lining with building materials with concrete cast in situ; Shuttering also lost shutterings, e.g. made of blocks, of metal plates or other equipment adapted therefor
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- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
- E21D11/04—Lining with building materials
- E21D11/10—Lining with building materials with concrete cast in situ; Shuttering also lost shutterings, e.g. made of blocks, of metal plates or other equipment adapted therefor
- E21D11/107—Reinforcing elements therefor; Holders for the reinforcing elements
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- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
- E21D11/14—Lining predominantly with metal
- E21D11/15—Plate linings; Laggings, i.e. linings designed for holding back formation material or for transmitting the load to main supporting members
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- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21F—SAFETY DEVICES, TRANSPORT, FILLING-UP, RESCUE, VENTILATION, OR DRAINING IN OR OF MINES OR TUNNELS
- E21F17/00—Methods or devices for use in mines or tunnels, not covered elsewhere
- E21F17/18—Special adaptations of signalling or alarm devices
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- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Architecture (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Civil Engineering (AREA)
- Excavating Of Shafts Or Tunnels (AREA)
- Force Measurement Appropriate To Specific Purposes (AREA)
- Lining And Supports For Tunnels (AREA)
Abstract
本发明公开了隧道加固技术领域的一种盾构隧道环向智能化加固结构及加固方法，包括加固结构本体，所述加固结构本体的顶部通过螺栓均匀固定安装有盾构管片连接柱，所述加固结构本体的底部左端通过螺栓固定连接有支撑柱，所述加固结构本体的底部右端开有固定槽，且固定槽与支撑柱相互配合，该种盾构隧道环向智能化加固结构及加固方法，设计合理，采用砂浆层、钢板和碳纤维复合成型，提高了盾构隧道的极限承载能力和刚度，而且能在空间狭窄、允许加固时间短等苛刻条件下，实现隧道的快速加固，采用CCD图像传感器、应力传感器和渗水传感器，可以实时监测盾构隧道内的图像，监测加固结构的应变分布和渗水情况。
The invention discloses a shield tunnel circumferential intelligent reinforcement structure and a reinforcement method in the field of tunnel reinforcement technology, including a reinforcement structure body, the top of the reinforcement structure body is evenly fixed and installed with a shield segment connecting column by bolts, so that The bottom left end of the reinforcement structure body is fixedly connected with a support column by bolts, and the bottom right end of the reinforcement structure body is provided with a fixing groove, and the fixing groove and the support column cooperate with each other. This kind of shield tunnel ring direction intelligent reinforcement structure and reinforcement method, the design is reasonable, and the composite molding of mortar layer, steel plate and carbon fiber is used, which improves the ultimate bearing capacity and stiffness of the shield tunnel, and can realize rapid reinforcement of the tunnel under harsh conditions such as narrow space and short reinforcement time, and adopts CCD The image sensor, stress sensor and water seepage sensor can monitor the image inside the shield tunnel in real time, and monitor the strain distribution and water seepage of the reinforced structure.
Description
技术领域technical field
本发明涉及隧道加固技术领域，具体为一种盾构隧道环向智能化加固结构及加固方法。The invention relates to the technical field of tunnel reinforcement, in particular to a circumferential intelligent reinforcement structure and a reinforcement method of a shield tunnel.
背景技术Background technique
近年来,随着经济的快速发展,全国各地区开始了城市地铁的大建设时期。盾构隧道因其施工过程对周围环境影响小，几乎成为了修建地铁的必选项。盾构隧道结构是典型的拼装结构，采用高强螺栓将一块块的混凝土预制块进行纵横向连接，形成具有承载能力的结构体。然而地下条件复杂，地下水位等变化对结构外荷载影响较大，盾构隧道结构在这些影响下会发生变形，如横向截面收敛。考虑到材料、结构的老化，隧道结构的加固将具有非常大的市场。在加固中，需要考虑到材料的长期耐久性能，而目前常用的基于钢材料的加固法技术显著存在不足；同时，对加固后结构性能的变化也是业主与工程人员关心的问题，因此开发一种兼具加固和监测功能的盾构隧道环向智能化加固结构及加固方法是目前本技术领域人员亟待解决的问题。In recent years, with the rapid development of the economy, various regions of the country have begun a period of large-scale construction of urban subways. Because the construction process has little impact on the surrounding environment, shield tunneling has almost become a must for the construction of subways. The shield tunnel structure is a typical assembled structure. High-strength bolts are used to connect the concrete prefabricated blocks vertically and horizontally to form a load-bearing structure. However, the underground conditions are complex, and changes in the groundwater level have a great influence on the external load of the structure. Under these influences, the shield tunnel structure will deform, such as the convergence of the transverse section. Considering the aging of materials and structures, the reinforcement of tunnel structures will have a very large market. In the reinforcement, the long-term durability of the material needs to be considered, but the currently commonly used reinforcement method based on steel materials has obvious shortcomings; at the same time, the change of the structural performance after reinforcement is also a concern of the owner and the engineer. Therefore, a The circumferential intelligent reinforcement structure and reinforcement method of the shield tunnel with both reinforcement and monitoring functions is an urgent problem to be solved by those skilled in the art.
发明内容Contents of the invention
本发明的目的在于提供一种盾构隧道环向智能化加固结构及加固方法，以解决上述背景技术中提出的常用的基于钢材料的加固法技术显著存在不足的问题。The purpose of the present invention is to provide a circumferential intelligent reinforcement structure and reinforcement method for a shield tunnel, so as to solve the problem that the commonly used reinforcement method based on steel materials proposed in the above-mentioned background technology has significant deficiencies.
为实现上述目的，本发明提供如下技术方案：一种盾构隧道环向智能化加固结构，包括加固结构本体，所述加固结构本体的顶部通过螺栓均匀固定安装有盾构管片连接柱，所述加固结构本体的底部左端通过螺栓固定连接有支撑柱，所述加固结构本体的底部右端开有固定槽，且固定槽与支撑柱相互配合，所述加固结构本体的外壁开有灌注口，所述加固结构本体包括砂浆层，所述砂浆层的底部固定连接有钢板，所述钢板与砂浆层之间开有中空内腔，所述中空内腔与灌注口相互配合，所述中空内腔的腔室灌注有环氧树脂层，所述钢板的底部固定连接有碳纤维层，所述碳纤维层的内腔圆周依次安装有CCD图像传感器、应力传感器和渗水传感器。In order to achieve the above object, the present invention provides the following technical solution: a circumferential intelligent reinforcement structure of a shield tunnel, including a reinforcement structure body, and the top of the reinforcement structure body is uniformly fixed with a shield segment connection column by bolts, so that The left end of the bottom of the reinforcement structure body is fixedly connected with a support column by bolts, the bottom right end of the reinforcement structure body is provided with a fixing groove, and the fixing groove and the support column cooperate with each other, and the outer wall of the reinforcement structure body is provided with a filling port. The reinforced structure body includes a mortar layer, the bottom of the mortar layer is fixedly connected with a steel plate, and a hollow cavity is opened between the steel plate and the mortar layer, and the hollow cavity cooperates with the pouring port. The chamber is filled with an epoxy resin layer, the bottom of the steel plate is fixedly connected with a carbon fiber layer, and the inner cavity circumference of the carbon fiber layer is sequentially installed with a CCD image sensor, a stress sensor and a water seepage sensor.
优选的，所述砂浆层为水泥、沙、矿粉、粉煤灰、膨胀剂、减水剂和水混合结构。Preferably, the mortar layer is a mixed structure of cement, sand, mineral powder, fly ash, expansion agent, water reducing agent and water.
优选的，所述盾构管片连接柱和支撑柱均为不锈钢结构。Preferably, the shield segment connecting columns and supporting columns are all stainless steel structures.
优选的，所述固定槽的圆周直径与支撑柱的圆周直径相同，且固定槽的高度与支撑柱的直径相同。Preferably, the circumferential diameter of the fixing groove is the same as that of the support column, and the height of the fixing groove is the same as the diameter of the support column.
一种盾构隧道环向智能化加固结构的加固方法，包括如下步骤：盾构管片开槽、安装加固结构、灌注环氧树脂和传感器接线，该种盾构隧道环向智能化加固结构的加固方法，具体步骤如下：A method for strengthening a circumferential intelligent reinforcement structure of a shield tunnel, comprising the following steps: slotting a shield segment, installing a reinforcement structure, pouring epoxy resin and sensor wiring, and the circumferential intelligent reinforcement structure of a shield tunnel The reinforcement method, the specific steps are as follows:
S1：盾构管片开槽：通过开槽电机在盾构隧道内的盾构管片上开设与多个盾构管片连接柱相配合的连接槽；S1: Slotting of the shield segment: a slotting motor is used to open a connection slot on the shield segment in the shield tunnel to match multiple shield segment connection columns;
S2：安装加固结构：在盾构管片顶部的上半圆区域涂抹结构胶，将第一个加固结构上的盾构管片连接柱分别插入到盾构管片上半部开设的多个连接槽内，并使加固结构本体上的砂浆层与盾构管片通过结构胶充分粘结，之后用锚栓固定，此时再在盾构管片顶部的下半圆区域涂抹结构胶，将第二个加固结构上的盾构管片连接柱分别插入到盾构管片下半部开设的多个连接槽内，而且使第一个加固结构底部左端的支撑柱插入到第二个加固结构上的顶部左端的固定槽内，使第二个加固结构顶部右端的支撑柱插入到第一个加固结构上的顶部右端的固定槽内，最后使第二个加固结构本体上的砂浆层与盾构管片通过结构胶充分粘结，之后用锚栓固定；S2: Install the reinforcement structure: Apply structural glue to the upper semicircular area on the top of the shield segment, and insert the shield segment connection columns on the first reinforcement structure into the multiple connection grooves opened in the upper half of the shield segment , and make the mortar layer on the reinforced structure body and the shield segment fully bonded by structural glue, and then fix it with anchor bolts. The connecting columns of the shield segment on the structure are respectively inserted into the multiple connecting grooves opened in the lower half of the shield segment, and the support column at the bottom left end of the first reinforcement structure is inserted into the top left end of the second reinforcement structure Insert the support column at the top right end of the second reinforced structure into the fixed groove at the top right end of the first reinforced structure, and finally let the mortar layer on the second reinforced structure body pass through the shield segments The structural glue is fully bonded, and then fixed with anchor bolts;
S3：灌注环氧树脂：将环氧树脂灌装机的两个喷头分别插入到第一加固结构和第二个加固结构上的灌注口上，通过环氧树脂灌装机向中空内腔内灌注环氧树脂。S3: Pouring epoxy resin: Insert the two nozzles of the epoxy resin filling machine into the filling ports on the first reinforcement structure and the second reinforcement structure respectively, and fill the ring into the hollow cavity through the epoxy resin filling machine oxygen resin.
S4：传感器接线：将CCD图像传感器、应力传感器和渗水传感器通过导线连接到监测计算机上。S4: Sensor wiring: connect the CCD image sensor, stress sensor and water seepage sensor to the monitoring computer through wires.
优选的，所述步骤S2中，第二个加固结构的内腔不安装CCD图像传感器。Preferably, in the step S2, the inner cavity of the second reinforcement structure is not equipped with a CCD image sensor.
与现有技术相比，本发明的有益效果是：该种盾构隧道环向智能化加固结构及加固方法，设计合理，采用砂浆层、钢板和碳纤维复合成型，提高了盾构隧道的极限承载能力和刚度，而且能在空间狭窄、允许加固时间短等苛刻条件下，实现隧道的快速加固，采用CCD图像传感器、应力传感器和渗水传感器，可以实时监测盾构隧道内的图像，监测加固结构的应变分布和渗水情况。Compared with the prior art, the beneficial effects of the present invention are: the circumferential intelligent reinforcement structure and reinforcement method of the shield tunnel are reasonable in design, and the composite molding of mortar layer, steel plate and carbon fiber is adopted, which improves the ultimate bearing capacity of the shield tunnel Capability and rigidity, and can realize rapid reinforcement of the tunnel under harsh conditions such as narrow space and short reinforcement time. Using CCD image sensor, stress sensor and water seepage sensor, it can monitor the image in the shield tunnel in real time and monitor the strength of the reinforced structure. Strain distribution and water seepage.
附图说明Description of drawings
图1为本发明结构示意图；Fig. 1 is a structural representation of the present invention;
图2为本发明内部结构示意图。Fig. 2 is a schematic diagram of the internal structure of the present invention.
图中：1加固结构本体、2盾构管片连接柱、3支撑柱、4固定槽、5灌注口、6砂浆层、7钢板、8中空内腔、9碳纤维层、10CCD图像传感器、11应力传感器、12渗水传感器。In the figure: 1 reinforcement structure body, 2 shield segment connection column, 3 support column, 4 fixing groove, 5 pouring port, 6 mortar layer, 7 steel plate, 8 hollow inner cavity, 9 carbon fiber layer, 10CCD image sensor, 11 stress Sensors, 12 water seepage sensors.
具体实施方式detailed description
下面将结合本发明实施例中的附图，对本发明实施例中的技术方案进行清楚、完整地描述，显然，所描述的实施例仅仅是本发明一部分实施例，而不是全部的实施例。基于本发明中的实施例，本领域普通技术人员在没有做出创造性劳动前提下所获得的所有其他实施例，都属于本发明保护的范围。The following will clearly and completely describe the technical solutions in the embodiments of the present invention with reference to the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments are only some, not all, embodiments of the present invention. Based on the embodiments of the present invention, all other embodiments obtained by persons of ordinary skill in the art without making creative efforts belong to the protection scope of the present invention.
请参阅图1-2，本发明提供一种技术方案：一种盾构隧道环向智能化加固结构，包括加固结构本体1，所述加固结构本体1的顶部通过螺栓均匀固定安装有盾构管片连接柱2，所述加固结构本体1的底部左端通过螺栓固定连接有支撑柱3，所述加固结构本体1的底部右端开有固定槽4，且固定槽4与支撑柱3相互配合，所述加固结构本体1的外壁开有灌注口5，所述加固结构本体1包括砂浆层6，所述砂浆层6的底部固定连接有钢板7，所述钢板7与砂浆层6之间开有中空内腔8，所述中空内腔8与灌注口5相互配合，所述中空内腔8的腔室灌注有环氧树脂层，所述钢板7的底部固定连接有碳纤维层9，所述碳纤维层9的内腔圆周依次安装有CCD图像传感器10、应力传感器11和渗水传感器12，CCD图像传感器10监测盾构隧道内的图像，应力传感器11监测加固结构的应变分布，渗水传感器12监测渗水情况。Please refer to Figures 1-2, the present invention provides a technical solution: a shield tunnel circumferential intelligent reinforcement structure, including a reinforcement structure body 1, and the top of the reinforcement structure body 1 is evenly fixed with a shield tube by bolts The sheet connection column 2, the bottom left end of the reinforcement structure body 1 is fixedly connected with the support column 3 by bolts, the bottom right end of the reinforcement structure body 1 is provided with a fixing groove 4, and the fixing groove 4 cooperates with the support column 3, so The outer wall of the reinforced structure body 1 is provided with a filling port 5, the reinforced structure body 1 includes a mortar layer 6, the bottom of the mortar layer 6 is fixedly connected with a steel plate 7, and a hollow space is opened between the steel plate 7 and the mortar layer 6. Inner cavity 8, the hollow inner cavity 8 cooperates with the pouring port 5, the cavity of the hollow inner cavity 8 is filled with an epoxy resin layer, the bottom of the steel plate 7 is fixedly connected with a carbon fiber layer 9, and the carbon fiber layer 9, a CCD image sensor 10, a stress sensor 11 and a water seepage sensor 12 are sequentially installed on the circumference of the inner cavity. The CCD image sensor 10 monitors the image in the shield tunnel, the stress sensor 11 monitors the strain distribution of the reinforced structure, and the water seepage sensor 12 monitors the water seepage.
其中，所述砂浆层6为水泥、沙、矿粉、粉煤灰、膨胀剂、减水剂和水混合结构，所述盾构管片连接柱2和支撑柱3均为不锈钢结构，所述固定槽4的圆周直径与支撑柱3的圆周直径相同，且固定槽4的高度与支撑柱3的直径相同。Wherein, the mortar layer 6 is a mixed structure of cement, sand, mineral powder, fly ash, expansion agent, water reducing agent and water, and the shield segment connection column 2 and support column 3 are all stainless steel structures. The circumference diameter of the fixing groove 4 is the same as that of the support column 3 , and the height of the fixing groove 4 is the same as the diameter of the support column 3 .
本发明还提供一种盾构隧道环向智能化加固结构的加固方法，包括如下步骤：盾构管片开槽、安装加固结构、灌注环氧树脂和传感器接线，该种盾构隧道环向智能化加固结构的加固方法，具体步骤如下：The present invention also provides a reinforcement method for the circumferential intelligent reinforcement structure of the shield tunnel, which includes the following steps: slotting the shield segment, installing the reinforcement structure, pouring epoxy resin and sensor wiring, and the shield tunnel is intelligent in the circumferential direction. The strengthening method of chemically strengthening the structure, the specific steps are as follows:
S1：盾构管片开槽：通过开槽电机在盾构隧道内的盾构管片上开设与多个盾构管片连接柱2相配合的连接槽；S1: Slotting of shield segment: opening a connection slot on the shield segment in the shield tunnel through the slotting motor to match with multiple shield segment connection columns 2;
S2：安装加固结构：在盾构管片顶部的上半圆区域涂抹结构胶，将第一个加固结构上的盾构管片连接柱2分别插入到盾构管片上半部开设的多个连接槽内，并使加固结构本体1上的砂浆层6与盾构管片通过结构胶充分粘结，之后用锚栓固定，此时再在盾构管片顶部的下半圆区域涂抹结构胶，将第二个加固结构上的盾构管片连接柱2分别插入到盾构管片下半部开设的多个连接槽内，而且使第一个加固结构底部左端的支撑柱3插入到第二个加固结构上的顶部左端的固定槽4内，使第二个加固结构顶部右端的支撑柱3插入到第一个加固结构上的顶部右端的固定槽4内，最后使第二个加固结构本体1上的砂浆层6与盾构管片通过结构胶充分粘结，之后用锚栓固定，第二个加固结构的内腔不安装CCD图像传感器10。S2: Install the reinforcement structure: Apply structural glue to the upper semicircular area on the top of the shield segment, and insert the shield segment connection column 2 on the first reinforcement structure into the multiple connection grooves opened in the upper half of the shield segment inside, and make the mortar layer 6 on the reinforced structure body 1 and the shield segment fully bonded by structural glue, and then fix it with anchor bolts. The shield segment connection columns 2 on the two reinforcement structures are respectively inserted into multiple connection grooves opened in the lower half of the shield segment, and the support column 3 at the bottom left end of the first reinforcement structure is inserted into the second reinforcement structure. In the fixing groove 4 at the top left end of the structure, insert the support column 3 at the top right end of the second reinforcement structure into the fixing groove 4 at the top right end of the first reinforcement structure, and finally make the second reinforcement structure body 1 The mortar layer 6 and the shield segment are fully bonded with structural glue, and then fixed with anchor bolts. The inner cavity of the second reinforced structure is not equipped with a CCD image sensor 10 .
S3：灌注环氧树脂：将环氧树脂灌装机的两个喷头分别插入到第一加固结构和第二个加固结构上的灌注口5上，通过环氧树脂灌装机向中空内腔8内灌注环氧树脂。S3: Pouring epoxy resin: Insert the two nozzles of the epoxy resin filling machine into the filling port 5 on the first reinforcement structure and the second reinforcement structure respectively, and pour the epoxy resin into the hollow inner cavity 8 through the epoxy resin filling machine. Filled with epoxy resin.
S4：传感器接线：将CCD图像传感器10、应力传感器11和渗水传感器12通过导线连接到监测计算机上。S4: sensor wiring: connect the CCD image sensor 10, the stress sensor 11 and the water seepage sensor 12 to the monitoring computer through wires.
尽管已经示出和描述了本发明的实施例，对于本领域的普通技术人员而言，可以理解在不脱离本发明的原理和精神的情况下可以对这些实施例进行多种变化、修改、替换和变型，本发明的范围由所附权利要求及其等同物限定。Although the embodiments of the present invention have been shown and described, those skilled in the art can understand that various changes, modifications and substitutions can be made to these embodiments without departing from the principle and spirit of the present invention. and modifications, the scope of the invention is defined by the appended claims and their equivalents.
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