CN104452804B - Wall telephone is made in tunneling boring stirring cutting - Google Patents
Wall telephone is made in tunneling boring stirring cutting Download PDFInfo
- Publication number
- CN104452804B CN104452804B CN201410761555.8A CN201410761555A CN104452804B CN 104452804 B CN104452804 B CN 104452804B CN 201410761555 A CN201410761555 A CN 201410761555A CN 104452804 B CN104452804 B CN 104452804B
- Authority
- CN
- China
- Prior art keywords
- chain
- rectangle
- chain stay
- section
- rectangular
- 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.)
- Active
Links
- 238000005520 cutting process Methods 0.000 title claims abstract description 28
- 238000003756 stirring Methods 0.000 title claims description 9
- 230000005641 tunneling Effects 0.000 title claims 5
- 230000007246 mechanism Effects 0.000 claims abstract description 10
- 229910000831 Steel Inorganic materials 0.000 claims description 9
- 239000010959 steel Substances 0.000 claims description 9
- 238000007569 slipcasting Methods 0.000 claims 2
- 238000013459 approach Methods 0.000 claims 1
- 239000011435 rock Substances 0.000 abstract description 7
- 239000002002 slurry Substances 0.000 abstract description 3
- 230000015572 biosynthetic process Effects 0.000 abstract description 2
- 239000002689 soil Substances 0.000 description 24
- 239000010410 layer Substances 0.000 description 11
- 238000010276 construction Methods 0.000 description 9
- 238000000034 method Methods 0.000 description 9
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 8
- 239000004568 cement Substances 0.000 description 6
- 230000000694 effects Effects 0.000 description 5
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 4
- 238000009434 installation Methods 0.000 description 4
- 210000001503 joint Anatomy 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- 229910000278 bentonite Inorganic materials 0.000 description 2
- 239000000440 bentonite Substances 0.000 description 2
- SVPXDRXYRYOSEX-UHFFFAOYSA-N bentoquatam Chemical compound O.O=[Si]=O.O=[Al]O[Al]=O SVPXDRXYRYOSEX-UHFFFAOYSA-N 0.000 description 2
- 230000005484 gravity Effects 0.000 description 2
- 229910052742 iron Inorganic materials 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- 239000000725 suspension Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000009826 distribution Methods 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 239000012530 fluid Substances 0.000 description 1
- 239000003673 groundwater Substances 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000001556 precipitation Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 239000007921 spray Substances 0.000 description 1
- 238000003860 storage Methods 0.000 description 1
Classifications
-
- 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
- E02D5/18—Bulkheads or similar walls made solely of concrete in situ
- E02D5/187—Bulkheads or similar walls made solely of concrete in situ the bulkheads or walls being made continuously, e.g. excavating and constructing bulkheads or walls in the same process, without joints
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D15/00—Handling building or like materials for hydraulic engineering or foundations
- E02D15/02—Handling of bulk concrete specially for foundation or hydraulic engineering purposes
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F5/00—Dredgers or soil-shifting machines for special purposes
- E02F5/02—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches
- E02F5/06—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with digging elements mounted on an endless chain
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F5/00—Dredgers or soil-shifting machines for special purposes
- E02F5/02—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches
- E02F5/14—Component parts for trench excavators, e.g. indicating devices travelling gear chassis, supports, skids
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2250/00—Production methods
- E02D2250/0023—Cast, i.e. in situ or in a mold or other formwork
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Mechanical Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
- Bulkheads Adapted To Foundation Construction (AREA)
Abstract
本发明公开了一种全断面搅拌切削造墙机,它主要由履带起重机、滑轮组、链条回转装置和注浆管构成,链条回转装置主要由长方形链条支架、链条、多个刀具、马达构成,注浆管设在长方形链条支架上,长方形链条支架的四角处设有链轮,长方形链条支架的两侧以及底部分布有多个导向轮,链条设在所述的链轮和导向轮上,多个刀具间隔分布在链条的表面,履带起重机带动长方形链条支架上下移动,马达带动上端两角处链轮转动,链轮带动链条,链条带动刀具,刀具连续切削和搅拌岩土断面。所述链条上间隔分布有多个防刀具脱落机构。本发明具有结构简单、成本低;操作容易,效率高,能适应地层岩面的变化,应用范围更广的特点。
The invention discloses a full-section mixing and cutting wall building machine, which is mainly composed of a crawler crane, a pulley block, a chain turning device and a grouting pipe. The slurry pipe is arranged on the rectangular chain support, and the four corners of the rectangular chain support are provided with sprockets. The two sides and the bottom of the rectangular chain support are distributed with a plurality of guide wheels, and the chain is arranged on the sprockets and guide wheels. The interval between the cutters is distributed on the surface of the chain. The crawler crane drives the rectangular chain support to move up and down, and the motor drives the sprockets at the two corners of the upper end to rotate. The sprockets drive the chain, and the chain drives the cutter. A plurality of anti-knife fall-off mechanisms are distributed on the chain at intervals. The invention has the characteristics of simple structure, low cost, easy operation, high efficiency, adaptability to the change of formation rock surface, and wider application range.
Description
技术领域 technical field
本发明涉及一种土木工程施工设备,具体是一种全断面搅拌切削造墙机。 The invention relates to civil engineering construction equipment, in particular to a full-section mixing and cutting wall building machine.
背景技术 Background technique
在当今的土木工程施工过程中,常常涉及到地下室、地铁等地下建(构)筑物的建设。建设时根据地质条件,先施工基坑支护体。在地下水丰富、土层软弱或处于不具备降水条件的地区,地下室基坑支护体必须同时具备挡土截水功能,截水方式主要包括钢筋混凝土地下连续墙、搭接的水泥土搅拌桩墙或高压旋(摆)喷墙等。 In today's civil engineering construction process, it often involves the construction of underground buildings (structures) such as basements and subways. According to the geological conditions during construction, the foundation pit support body should be constructed first. In areas with rich groundwater, weak soil layers or areas without precipitation conditions, the basement pit support body must also have the function of retaining water and intercepting water. The water intercepting methods mainly include reinforced concrete underground diaphragm walls and lapped cement-soil mixing pile walls. Or high-pressure rotary (pendulum) spray wall, etc.
水泥土搅拌桩因为造价低而用途广泛,最初由Ø550@400互相搭接的单桩组成,到了现在发展出大直径Ø800~1200的单桩,以及三轴甚至五轴搅拌桩机。这些传统的深层搅拌桩机机架高度有限,依靠相互搭接形成截水墙,且搅拌桩搅拌头位于最下端只能局部搅拌,最大缺点是,造墙深度35米已到极限,且墙体下部容易开叉,上下强度不均匀,遇到软土层强度很低,大大影响了挡土和截水效果。 Cement-soil mixing piles are widely used because of their low cost. Initially, they consisted of Ø550@400 overlapping single piles, and now they have developed single piles with large diameters of Ø800-1200, and three-axis or even five-axis mixing pile machines. The frame height of these traditional deep mixing pile machines is limited, relying on overlapping to form a cut-off wall, and the mixing head of the mixing pile is located at the bottom end and can only mix locally. The biggest disadvantage is that the depth of the wall has reached the limit of 35 meters, and the wall The lower part is easy to split, the upper and lower strength is uneven, and the strength is very low when encountering soft soil layers, which greatly affects the soil retaining and water interception effects.
国家知识产权局于2011年4月20日公开了公开号为CN102021920A,专利名称为地下水泥土防渗墙连续成墙机的专利文献,这种地下水泥土防渗墙连续成墙机,机械底盘和液压支撑构成步履式移动机构,框架与倾斜调整杆安装在机械底盘上,框架通过倾斜调整杆实现垂直或者倾斜,在框架上安装竖向导杆和横向驱动缸,刀具驱动机构与刀具组合箱和刀具组合链以及刀具头相连接,并通过竖向驱动缸沿着竖向导杆上下移动,环绕在刀具组合箱两侧的刀具组合链在刀具驱动机构和刀具头之间作环绕运动,固定在刀具组合链上的刀片实现对土层的切割和搅拌,刀具头内装有刀具导轮、水泥喷管和垂直传感器。可通过本机械真正造出具有优良防渗效果的非“篱笆”防渗墙,这种连续防渗墙质地均匀、走向精准、防渗效果更好,并且工艺简单,向下挖掘、切割土层、水泥土造墙一气呵成。 On April 20, 2011, the State Intellectual Property Office published the patent document whose publication number is CN102021920A, and the patent name is the continuous wall-forming machine for underground cement-soil anti-seepage wall. This underground cement-soil anti-seepage wall continuous wall-forming machine, mechanical chassis and hydraulic The support constitutes a walking movement mechanism, the frame and the tilt adjustment rod are installed on the mechanical chassis, the frame is vertical or tilted through the tilt adjustment rod, the vertical guide rod and the horizontal drive cylinder are installed on the frame, the tool drive mechanism is combined with the tool combination box and the tool combination The chain and the tool head are connected, and move up and down along the vertical guide rod through the vertical drive cylinder, and the tool combination chain that surrounds both sides of the tool combination box moves around between the tool drive mechanism and the tool head, and is fixed on the tool combination chain The blade realizes the cutting and mixing of the soil layer, and the cutter head is equipped with a cutter guide wheel, a cement nozzle and a vertical sensor. The non-"fence" anti-seepage wall with excellent anti-seepage effect can be really manufactured by this machine. This kind of continuous anti-seepage wall has uniform texture, precise direction, better anti-seepage effect, and simple process. It can dig down and cut the soil layer , Cement and soil to build the wall in one go.
上述专利主要是对履带起重机作了改进,而本专利主要对链条支架、链轮分布和链条安装作了改进,两者存在实质的区别。 The above-mentioned patent mainly improves the crawler crane, but this patent mainly improves the chain support, the distribution of the sprockets and the installation of the chain, and there is a substantial difference between the two.
发明内容 Contents of the invention
本发明的目的是克服现有技术中的不足,提供一种成本低、操作容易、施工效率高的全断面搅拌切削造墙机。 The object of the present invention is to overcome the deficiencies in the prior art and provide a full-section mixing and cutting wall building machine with low cost, easy operation and high construction efficiency.
为实现上述目的,本发明所采用的技术方案是: To achieve the above object, the technical solution adopted in the present invention is:
全断面搅拌切削造墙机,它主要由履带起重机、滑轮组、链条回转装置和注浆管构成,所述链条回转装置主要由长方形链条支架、链条、多个刀具、马达构成,所述注浆管设在长方形链条支架上,所述注浆管的下端连接有两个以上注浆分支管,所述注浆分支管与长方形链条支架两侧壁上的注浆口连通,所述长方形链条支架的四角处设有链轮,长方形链条支架的两侧以及底部分布有多个导向轮,所述链条设在所述的链轮和导向轮上,所述多个刀具间隔分布在链条的表面,履带起重机通过吊绳与滑轮组连接,滑轮组与长方形链条支架的上端部连接,履带起重机带动长方形链条支架上下移动,所述马达带动链轮转动,链轮带动链条,链条带动刀具,刀具连续切削和搅拌岩土断面。 Full-section mixing and cutting wall building machine, which is mainly composed of crawler crane, pulley block, chain slewing device and grouting pipe. Set on the rectangular chain support, the lower end of the grouting pipe is connected with more than two grouting branch pipes, and the grouting branch pipes are connected with the grouting ports on the two side walls of the rectangular chain support. There are sprockets at the four corners, and a plurality of guide wheels are distributed on both sides and the bottom of the rectangular chain support. The chain is arranged on the sprockets and guide wheels. The crane is connected to the pulley block through the sling, the pulley block is connected to the upper end of the rectangular chain support, the crawler crane drives the rectangular chain support to move up and down, the motor drives the sprocket to rotate, the sprocket drives the chain, the chain drives the cutter, and the cutter continuously cuts and stirs the rock Soil section.
所述马达设有两个,两个马达设在长方形链条支架的两侧,并且分别与长方形链条支架中上端的两个链轮联接。两个马达的安装方式能保持长方形链条支架的重心居中,有利于保持竖向的垂直度,两个马达使链轮能够正反向转动,从而实现链条的正反向移动。 Described motor is provided with two, and two motors are arranged on the both sides of rectangular chain support, and are respectively connected with two chain wheels of upper end in the rectangular chain support. The installation method of the two motors can keep the center of gravity of the rectangular chain bracket, which is conducive to maintaining the vertical verticality. The two motors enable the sprocket to rotate in the forward and reverse directions, thereby realizing the forward and reverse movement of the chain.
所述马达采用液压马达。 The motor is a hydraulic motor.
所述长方形链条支架是由顶节、多个中间节和底节对接而成。 The rectangular chain support is formed by butting a top section, a plurality of middle sections and a bottom section.
所述顶节以及与顶节相邻的中间节之间设有链条松紧调节机构,所述链条松紧调节机构由液压千斤顶、弹簧和滑杆和滑槽构成,滑槽设在与顶节相邻的中间节上,所述液压千斤顶与所述弹簧设在顶节与相邻的中间节之间。 A chain tension adjustment mechanism is provided between the top section and the intermediate section adjacent to the top section. The chain tension adjustment mechanism is composed of a hydraulic jack, a spring, a slide bar and a chute, and the chute is located adjacent to the top section. On the intermediate section, the hydraulic jack and the spring are arranged between the top section and the adjacent intermediate section.
所述相邻中间节之间以及中间节与底节之间通过螺栓连接。 The adjacent intermediate sections and between the intermediate sections and the bottom section are connected by bolts.
所述长方形链条支架上安装有用以检测长方形链条支架倾斜度的倾斜仪。 An inclinometer for detecting the inclination of the rectangular chain support is installed on the rectangular chain support.
所述长方形链条支架上且位于链条的两侧设有防走位装置,所述防走位装置由塑料滑板与钢质挡板构成,所述钢质挡板的底部与长方形链条支架通过螺栓联接,侧面抵近链条两侧;所述塑料滑板设在链条与钢质挡板之间,通过螺栓设在钢质挡板上。当刀具在切削受力过大时,链条被挡在导向轮、防走位装置构成的槽体中,有效阻止了链条走位。 The rectangular chain bracket and the two sides of the chain are provided with an anti-running device, the anti-running device is composed of a plastic slide plate and a steel baffle, and the bottom of the steel baffle is connected to the rectangular chain bracket by bolts , the side is close to both sides of the chain; the plastic slide plate is arranged between the chain and the steel baffle, and is arranged on the steel baffle through bolts. When the tool is under too much force during cutting, the chain is blocked in the groove formed by the guide wheel and the anti-movement device, which effectively prevents the chain from moving.
本发明的有益效果: Beneficial effects of the present invention:
其一、本发明所提供的一种全断面搅拌切削造墙机,所述链条沿着长方形链条支架边缘转动,带动刀具不断切削搅拌岩土层,实现全断面切削/搅拌,比深层搅拌桩机的竖向旋转搅拌和局部搅拌效率高,深度更深,造墙厚度均匀且薄,墙体强度均匀,连续性好,截水性能进一步提升,制作简便,更符合当今高速建设的需求。 One, a full-section mixing and cutting wall-building machine provided by the present invention, the chain rotates along the edge of the rectangular chain support, drives the cutter to continuously cut and mix the rock and soil layer, and realizes full-section cutting/stirring, which is better than the deep layer mixing pile machine The vertical rotation mixing and local mixing efficiency of the machine is high, the depth is deeper, the thickness of the wall is uniform and thin, the wall strength is uniform, the continuity is good, the water interception performance is further improved, and the production is simple, which is more in line with the needs of today's high-speed construction.
其二、本发明的链条支架可拼接增长,达到更深的岩土层,来处理不同成因的岩土层,适应更广的施工需求。所述可拼接结构还能实现支架分段制作,降低在制作上、使用上、运输存放上的难度。 Second, the chain support of the present invention can be spliced and extended to reach deeper rock-soil layers to deal with rock-soil layers of different origins and to meet wider construction requirements. The splicable structure can also realize the segmental production of the bracket, reducing the difficulty in production, use, transportation and storage.
其三、底部的双链轮设计比传统的一个大轮设计造价更低、方形的底部使墙体底部搭接效果更好。同时导向轮的应用使得刀具在切割进行时,链条与土层的压力增大,链条与导向轮之间仍能保持较小的摩擦而正常转动。 Third, the double sprocket design at the bottom is cheaper than the traditional design of a large wheel, and the square bottom makes the bottom of the wall overlap better. At the same time, the application of the guide wheel makes the pressure of the chain and the soil layer increase when the cutter is cutting, and the chain and the guide wheel can still maintain a small friction and rotate normally.
其四、本发明结构简单,配件成熟,成本低;操作容易,效率高,能适应地层岩面的变化,应用范围更广;造墙薄节约水泥,做到节材环保。本发明更能适应当今高速建设的需要,有较高的推广应用价值。 Fourth, the present invention has simple structure, mature accessories and low cost; it is easy to operate, high in efficiency, can adapt to changes in stratum rock surfaces, and has a wider application range; thin walls save cement, and achieve material saving and environmental protection. The invention can better adapt to the needs of today's high-speed construction, and has high popularization and application value.
附图说明 Description of drawings
下面结合附图和具体实施方式对本发明作进一步详细说明: Below in conjunction with accompanying drawing and specific embodiment the present invention is described in further detail:
图1为本发明的结构示意图; Fig. 1 is a structural representation of the present invention;
图2为图1所示长方形链条支架的结构示意图; Fig. 2 is the structural representation of rectangular chain support shown in Fig. 1;
图3为图1所示链条的结构示意图; Fig. 3 is a structural schematic diagram of the chain shown in Fig. 1;
图4为图3所示A处的放大图。 FIG. 4 is an enlarged view of point A shown in FIG. 3 .
图中:1、履带起重机; 2、滑轮组; 3、长方形链条支架;4、链条;5、刀具;6、马达;7、链轮;8、导向轮;9、吊绳;10、顶节;11、中间节;12、底节;13、液压千斤顶;14、弹簧;15、滑杆;16、滑槽;17、倾斜仪;18、注浆管;19、塑料滑板;20、钢质挡板;21注浆口;22、注浆分支管;23、分节连接螺栓。 In the figure: 1. Crawler crane; 2. Pulley block; 3. Rectangular chain bracket; 4. Chain; 5. Tool; 6. Motor; 7. Sprocket; 8. Guide wheel; 11. Middle section; 12. Bottom section; 13. Hydraulic jack; 14. Spring; 15. Slide bar; 16. Chute; 17. Inclinometer; 18. Grouting pipe; 19. Plastic skateboard; 20. Steel block plate; 21 grouting port; 22, grouting branch pipe; 23, segmental connecting bolts.
具体实施方式 detailed description
如图1、2所示,全断面搅拌切削造墙机,它主要由履带起重机1、滑轮组2、链条回转装置和注浆管18构成,所述链条回转装置主要由长方形链条支架3、链条4、多个刀具5、马达6构成,所述注浆管18设在长方形链条支架3上,所述注浆管18的下端连接有两个注浆分支管22,所述注浆分支管22与长方形链条支架3两侧壁上的注浆口21连通。水泥浆液通过注浆口21排出。所述长方形链条支架3的四角处设有链轮7,长方形链条支架3的两侧以及底部分布有多个导向轮8,所述链条4设在所述的链轮7和导向轮8上,所述多个刀具5间隔分布在链条4的表面,履带起重机1通过吊绳9与滑轮组2连接,滑轮组2与长方形链条支架3的上端部连接,履带起重机1带动长方形链条支架3上下移动,所述马达6带动链轮7转动,链轮7带动链条4,链条4带动刀具5,刀具5连续切削和搅拌岩土断面。在履带起重机的驾驶室内控制回转链条的运动,并能控制回转链条适应地层岩面的起伏变化。 As shown in Figures 1 and 2, the full-section mixing and cutting wall building machine is mainly composed of a crawler crane 1, a pulley block 2, a chain slewing device and a grouting pipe 18. The chain slewing device is mainly composed of a rectangular chain support 3 and a chain 4. , a plurality of cutters 5, and a motor 6, the grouting pipe 18 is arranged on the rectangular chain support 3, and the lower end of the grouting pipe 18 is connected with two grouting branch pipes 22, and the grouting branch pipe 22 is connected to the The grouting port 21 on the two side walls of the rectangular chain support 3 communicates. The cement slurry is discharged through the grouting port 21. The four corners of described rectangular chain support 3 are provided with sprocket wheel 7, and the both sides of rectangular chain support 3 and the bottom are distributed with a plurality of guide wheels 8, and described chain 4 is arranged on described sprocket wheel 7 and guide wheel 8, The plurality of cutters 5 are distributed on the surface of the chain 4 at intervals. The crawler crane 1 is connected to the pulley block 2 through the suspension rope 9. The pulley block 2 is connected to the upper end of the rectangular chain support 3. The crawler crane 1 drives the rectangular chain support 3 to move up and down. The motor 6 drives the sprocket 7 to rotate, the sprocket 7 drives the chain 4, the chain 4 drives the cutting tool 5, and the cutting tool 5 continuously cuts and stirs the rock and soil section. The movement of the slewing chain is controlled in the cab of the crawler crane, and the slewing chain can be controlled to adapt to the undulation of the formation rock surface.
所述马达6设有两个,两个马达6设在长方形链条支架3的两侧,并且分别与长方形链条支架3中上端的两个链轮联接,以带动长方形链条支架3中上端的两个链轮7转动。两个马达6的安装方式能保持长方形链条支架的重心居中,有利于保持竖向的垂直度,两个马达使链轮能够正反向转动,从而实现链条4的正反向移动。所述马达6采用液压马达。 Described motor 6 is provided with two, and two motors 6 are located at the both sides of rectangular chain support 3, and are respectively connected with two sprockets of upper end in rectangular chain support 3, to drive two sprockets of upper end in rectangular chain support 3. The sprocket 7 rotates. The installation mode of two motors 6 can keep the center of gravity of the rectangular chain support, which is conducive to maintaining the vertical verticality. The motor 6 is a hydraulic motor.
所述长方形链条支架3是由顶节10、多个中间节11和底节12对接而成。所述顶节10的长度为2~3米,每个中间节11的长度为3~10米,底节12的长度为3~6米。所述顶节10以及与顶节相邻的中间节11之间设有链条松紧调节机构,所述链条松紧调节机构由液压千斤顶13、弹簧14和滑杆15和滑槽16构成,滑槽16设在与顶节相邻的中间节11上,所述滑杆15的一端与顶节10联接,另一端设在所述的滑槽16中,所述液压千斤顶13与所述弹簧14设在相邻的中间节11与顶节10之间。所述的所有中间节11的两端和底节12的一端留有螺栓对接孔,相邻中间节的之间通过螺栓23连接,中间节与底节的通过螺栓23连接。 The rectangular chain support 3 is formed by butting a top section 10 , a plurality of middle sections 11 and a bottom section 12 . The length of the top section 10 is 2-3 meters, the length of each middle section 11 is 3-10 meters, and the length of the bottom section 12 is 3-6 meters. A chain tightness adjustment mechanism is provided between the top section 10 and the intermediate section 11 adjacent to the top section. The chain tension adjustment mechanism is composed of a hydraulic jack 13, a spring 14, a slide bar 15 and a chute 16. The chute 16 Set on the middle section 11 adjacent to the top section, one end of the slide bar 15 is connected with the top section 10, and the other end is arranged in the chute 16, and the hydraulic jack 13 and the spring 14 are arranged on the Between the adjacent middle section 11 and the top section 10 . The two ends of all the intermediate sections 11 and one end of the bottom section 12 have bolt butt joint holes, the adjacent intermediate sections are connected by bolts 23, and the intermediate sections and the bottom sections are connected by bolts 23.
所述长方形链条支架3上安装有用以检测长方形链条支架倾斜度的倾斜仪17。 An inclinometer 17 for detecting the inclination of the rectangular chain support is installed on the rectangular chain support 3 .
如图3、4所示,所述长方形链条支架3上且位于链条4的两侧设有防走位装置,所述防走位装置由塑料滑板19与钢质挡板20构成,所述钢质挡板20底部与长方形链条支架3通过螺栓联接,侧面抵近链条4两侧;所述塑料滑板19设在链条4与钢质挡板20之间,通过螺栓设在钢质挡板20上。当刀具5在切削受力过大时,链条4被挡在导向轮、防走位装置构成的槽体中,有效阻止了链条4走位。 As shown in Figures 3 and 4, on the rectangular chain bracket 3 and on both sides of the chain 4, anti-movement devices are provided. The bottom of the quality baffle 20 is connected with the rectangular chain bracket 3 by bolts, and the sides are close to both sides of the chain 4; . When the tool 5 is under too much force in cutting, the chain 4 is blocked in the groove formed by the guide wheel and the anti-movement device, effectively preventing the chain 4 from moving.
本发明的具体施工方法,包括以下步骤: Concrete construction method of the present invention, comprises the following steps:
S1、根据现场测量的岩土层土质选用刀具类型;根据设计方案所需深度决定刀具的宽度以及决定链条支架的节数; S1. Select the tool type according to the soil quality of the rock and soil layer measured on site; determine the width of the tool and the number of links of the chain support according to the depth required by the design plan;
S2、组装好带顶节、与顶节相邻的中间节(带滑槽)和底节的全断面搅拌切削造墙机; S2. Assemble the full-section mixing and cutting wall building machine with the top section, the middle section (with chute) adjacent to the top section and the bottom section;
S3、组装好的全断面搅拌切削造墙机先用于挖掘放置标准节的坑体。在计划造墙的转角附近,选择适当位置挖坑,放置标准节(中间节)。所述坑体大小能刚好放进竖向放置标准节的铁箱。所述合适位置在不妨碍工作的情况下,尽量让起重机在每段造墙的始端与末端都能用吊钩到达。坑体完成后,放入所述铁箱,并将运达的标准节放进箱内,标准节被箱体约束保持竖立; S3. The assembled full-section mixing and cutting wall building machine is first used to excavate the pit body where the standard section is placed. Near the corner of the planned wall, select an appropriate location to dig a pit and place a standard section (middle section). The size of the pit body can just be put into an iron box with standard sections placed vertically. Described suitable position, under the situation of not hindering work, allows crane to reach with suspension hook as far as possible at the beginning and end of every section wall. After the pit body is completed, put it into the iron box, and put the delivered standard section into the box, and the standard section is restrained by the box body to keep it upright;
S4、在已施工导墙的指定起始位置垂直下钻,直到底节沉入土层,停止旋转和下钻,然后在其顶部插入横杆并卡在导墙上,防止支架下沉。接着松开中间节与底节的连接,断开注浆管、链条,起重机转臂带着顶节和与顶节相邻的中间节来到坑体上方,与坑内的标准节连接,再吊回来将标准节与底节拼接。并连接好注浆管、链条,调整链条松紧;略微吊起,移除横杆,继续下钻。待标准节也下降到地下后,再重复上述添加标准节的步骤,直到链条支架的尺寸第一次能够达到设计要求所需,全断面搅拌切削造墙机安装完; S4. Drill down vertically at the designated starting position of the constructed guide wall until the bottom section sinks into the soil layer, stop the rotation and drill down, and then insert a cross bar at the top and clamp it on the guide wall to prevent the support from sinking. Then loosen the connection between the middle section and the bottom section, disconnect the grouting pipe and the chain, and the boom of the crane will bring the top section and the middle section adjacent to the top section to the top of the pit body, connect with the standard section in the pit, and then hoist Come back and splice the standard section with the bottom section. And connect the grouting pipe and chain, adjust the chain tightness; slightly lift, remove the cross bar, and continue drilling. After the standard joints are also lowered to the ground, repeat the above steps of adding standard joints until the size of the chain support meets the design requirements for the first time, and the full-section mixing and cutting wall building machine is installed;
S5、链条支架的长度下钻到设计深度,开始进行横向移动切割,来回搅拌土体。同时注入水泥浆,与土体混合,形成连续的水泥土墙体。水泥土逐渐硬化后即达到所需的功能。切割搅拌过程中可从注浆管注入膨润土,使土体具有流动性与和易性。或者每次注浆后,视情况用膨润土或者清水清洗管路。切削过程中,根据切削效果及倾斜仪反映的倾斜度,起重机通过滑轮组控制回转链条下切的速度以及调整恢复垂直。 S5. The length of the chain support is drilled down to the design depth, and the lateral movement and cutting are started, and the soil is stirred back and forth. At the same time, cement slurry is injected and mixed with the soil to form a continuous cement-soil wall. After the cement soil gradually hardens, it can achieve the required function. During the cutting and mixing process, bentonite can be injected from the grouting pipe to make the soil fluid and workable. Or after each grouting, clean the pipeline with bentonite or clean water according to the situation. During the cutting process, according to the cutting effect and the inclination reflected by the inclinometer, the crane controls the cutting speed of the rotary chain through the pulley block and adjusts to restore verticality.
S6、一段直线墙体完成后,需逐节拆卸链条支架标准节,方法为安装过程的反向操作,且拆卸过程中用清水将管路与回转链条所有部件清洗干净。起重机控制顶节、与顶节相邻的中间节和底节组成的回转链条重复S4、S5,开始另一段直线墙体,直到所有墙段完成。藉此,在本发明实施例中,从所述全断面搅拌切削造墙机的装配过程可知,本造墙装置的结构简单,配件成熟,安装步骤少;工作时回转链条的框架结构能达到全断面造墙,强度均匀;连续移动使造墙平顺,截水性能更好;支架可拼接应对不同的深度。且框架三边同时切削搅拌实现高效率工作。这样的装置具有较大的改进效果和较高的推广应用价值,会非常的受欢迎,能得到广泛应用。 S6. After a section of straight wall is completed, it is necessary to disassemble the standard section of the chain bracket section by section. The method is to reverse the installation process, and clean all the parts of the pipeline and the rotary chain with clean water during the disassembly process. The crane controls the rotary chain consisting of the top section, the intermediate section adjacent to the top section and the bottom section to repeat S4 and S5 to start another straight wall until all wall sections are completed. Thus, in the embodiment of the present invention, it can be seen from the assembly process of the full-section mixing and cutting wall-building machine that the structure of the wall-building device is simple, the accessories are mature, and the installation steps are few; The wall is built in section, and the strength is uniform; the continuous movement makes the wall smooth and the water interception performance is better; the brackets can be spliced to deal with different depths. And the three sides of the frame are cut and stirred at the same time to achieve high-efficiency work. Such a device has a relatively large improvement effect and a relatively high application value, and will be very popular and widely used.
以上所述是本发明的优选实施方式而已,当然不能以此来限定本发明之权利范围,应当指出,对于本技术领域的普通技术人员来说,对本发明的技术方案进行修改或者等同替换,都不脱离本发明技术方案的保护范围。 The above description is only a preferred embodiment of the present invention, and of course it cannot be used to limit the scope of rights of the present invention. It should be pointed out that for those of ordinary skill in the art, any modification or equivalent replacement of the technical solutions of the present invention will Do not depart from the scope of protection of the technical solution of the present invention.
Claims (4)
- null1. wall telephone is made in a tunneling boring stirring cutting,It is characterized in that: it is mainly by crawler crane、Assembly pulley、Chain slewing gear and Grouting Pipe are constituted,Described chain slewing gear is mainly by rectangle chain stay、Chain、Multiple cutters、Motor is constituted,Described Grouting Pipe is located on rectangle chain stay,The lower end of described Grouting Pipe connects two or more slip casting branched pipe,Described slip casting branched pipe connects with the grouting port on rectangle chain stay two side,It is provided with sprocket wheel at the corner of described rectangle chain stay,The both sides of rectangle chain stay and bottom are distributed multiple directive wheel,Described chain is located on described sprocket wheel and directive wheel,The plurality of cutter is distributed in the surface of chain,Crawler crane is connected with assembly pulley by lifting rope,Assembly pulley is connected with the upper end of rectangle chain stay,Crawler crane drives rectangle chain stay to move up and down,Described motor band movable sprocket rotates,Sprocket wheel drives chain,Chain-driving cutter,Cutter continuous cutting and stirring ground section;Described motor is provided with two, and two motors are located at the both sides of rectangle chain stay, and couple with two sprocket wheels of upper end in rectangle chain stay respectively;Described motor uses hydraulic motor;Described rectangle chain stay is to be docked by epimerite, multiple middle node and coxopodite to form;It is provided with chain elasticity adjusting mechanism between described epimerite and the middle node adjacent with epimerite, described chain elasticity adjusting mechanism is made up of hydraulic jack, spring and slide bar and chute, chute is located on the middle node adjacent with epimerite, and described hydraulic jack and described spring are located between epimerite and adjacent middle node.
- Wall telephone is made in tunneling boring the most according to claim 1 stirring cutting, it is characterised in that: it is bolted between described adjacent middle node and between middle node and coxopodite.
- Wall telephone is made in tunneling boring the most according to claim 1 and 2 stirring cutting, it is characterised in that: it is provided with to detect the dipmeter of rectangle chain stay gradient on described rectangle chain stay.
- Wall telephone is made in tunneling boring the most according to claim 1 stirring cutting, it is characterized in that: on described rectangle chain stay and be positioned at the both sides of chain and be provided with the anti-device that walks, the described anti-device that walks is made up of with steel baffle plate plastic slide, the bottom of described steel baffle plate and rectangle chain stay are by bolt-connection, and side approaches chain both sides;Described plastic slide is located between chain and steel baffle plate, is located on steel baffle plate by bolt.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410761555.8A CN104452804B (en) | 2014-12-12 | 2014-12-12 | Wall telephone is made in tunneling boring stirring cutting |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410761555.8A CN104452804B (en) | 2014-12-12 | 2014-12-12 | Wall telephone is made in tunneling boring stirring cutting |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104452804A CN104452804A (en) | 2015-03-25 |
| CN104452804B true CN104452804B (en) | 2016-08-17 |
Family
ID=52899504
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410761555.8A Active CN104452804B (en) | 2014-12-12 | 2014-12-12 | Wall telephone is made in tunneling boring stirring cutting |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104452804B (en) |
Families Citing this family (16)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106837166A (en) * | 2017-04-03 | 2017-06-13 | 王浩人 | A kind of rig |
| CN106837167A (en) * | 2017-04-03 | 2017-06-13 | 王浩人 | Chain type rotary drilling rig |
| CN106988366A (en) * | 2017-04-19 | 2017-07-28 | 姜西忠 | A kind of mismatch wall manufacture machinery |
| CN113846677A (en) * | 2021-10-21 | 2021-12-28 | 中国电建集团华东勘测设计研究院有限公司 | Subsidence construction device for cast-in-place underground buildings |
| CN113846684A (en) * | 2021-10-21 | 2021-12-28 | 中国电建集团华东勘测设计研究院有限公司 | Sinking construction device for assembled underground building |
| CN114032953A (en) * | 2021-10-21 | 2022-02-11 | 中国电建集团华东勘测设计研究院有限公司 | Sinking construction device for assembled underground building |
| CN113846685A (en) * | 2021-10-21 | 2021-12-28 | 中国电建集团华东勘测设计研究院有限公司 | Sinking construction device for bottom on-site construction of upper assembled underground building |
| CN113846688A (en) * | 2021-10-21 | 2021-12-28 | 中国电建集团华东勘测设计研究院有限公司 | Subsidence construction device for prefabricated underground buildings |
| CN114032954A (en) * | 2021-10-21 | 2022-02-11 | 中国电建集团华东勘测设计研究院有限公司 | Sinking construction device for assembled underground building |
| CN113846679A (en) * | 2021-10-21 | 2021-12-28 | 中国电建集团华东勘测设计研究院有限公司 | Subsidence construction device for bottom on-site construction of upper prefabricated underground buildings |
| CN114164881A (en) * | 2021-10-21 | 2022-03-11 | 王树生 | Main and auxiliary double excavation device for subsidence construction of grid-like underground buildings |
| CN113863371A (en) * | 2021-10-21 | 2021-12-31 | 中国电建集团华东勘测设计研究院有限公司 | Subsidence construction device for bottom on-site construction of upper prefabricated underground buildings |
| CN113846683A (en) * | 2021-10-21 | 2021-12-28 | 中国电建集团华东勘测设计研究院有限公司 | Sinking construction device for cast-in-place underground building |
| CN113846676A (en) * | 2021-10-21 | 2021-12-28 | 中国电建集团华东勘测设计研究院有限公司 | Subsidence construction device for cast-in-place underground buildings |
| CN115262605B (en) * | 2022-06-30 | 2023-07-18 | 中煤科工集团西安研究院有限公司 | A construction method of ultra-deep lateral water interception curtain in mine |
| CN116692644B (en) * | 2023-05-26 | 2026-01-09 | 中国矿业大学 | A large-span adaptive vertical lifting system and method |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN87104708A (en) * | 1986-06-13 | 1988-03-02 | 连续混凝土浇筑有限公司 | Improved trenching machine and the method for constructing underground retaining wall |
| CN2185765Y (en) * | 1993-10-17 | 1994-12-21 | 梁庆亮 | Digging loader |
| JP2006103941A (en) * | 2004-10-08 | 2006-04-20 | Hitachi Constr Mach Co Ltd | Self-propelled working machine |
| CN102021920A (en) * | 2010-08-27 | 2011-04-20 | 陶为 | Continuous wall forming machine of underground cement soil impermeable wall |
| CN204608826U (en) * | 2014-12-12 | 2015-09-02 | 钟景尧 | Tunneling boring stirs cutting and makes wall telephone |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| NL2008177C2 (en) * | 2012-01-25 | 2013-07-29 | Sterk Cellar Murum B V | DEVICE FOR DIGGING A SLOT. |
-
2014
- 2014-12-12 CN CN201410761555.8A patent/CN104452804B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN87104708A (en) * | 1986-06-13 | 1988-03-02 | 连续混凝土浇筑有限公司 | Improved trenching machine and the method for constructing underground retaining wall |
| CN2185765Y (en) * | 1993-10-17 | 1994-12-21 | 梁庆亮 | Digging loader |
| JP2006103941A (en) * | 2004-10-08 | 2006-04-20 | Hitachi Constr Mach Co Ltd | Self-propelled working machine |
| CN102021920A (en) * | 2010-08-27 | 2011-04-20 | 陶为 | Continuous wall forming machine of underground cement soil impermeable wall |
| CN204608826U (en) * | 2014-12-12 | 2015-09-02 | 钟景尧 | Tunneling boring stirs cutting and makes wall telephone |
Also Published As
| Publication number | Publication date |
|---|---|
| CN104452804A (en) | 2015-03-25 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104452804B (en) | Wall telephone is made in tunneling boring stirring cutting | |
| CN101761083B (en) | Underground continuous wall obstacle clearing construction method for traversing ultra-thick obstacle | |
| CN106402490B (en) | Silt stratum push pipe jacking construction method based on steel bushing head tool pipe | |
| CN104612179B (en) | Through the construction method of the diaphram wall of super thick silty sand ground | |
| CN108708284B (en) | A kind of steel trestle construction method for resisting flood discharge bed scour | |
| CN110130909B (en) | A construction method for shield tunneling through an existing station in a silty soil layer | |
| CN116756940A (en) | Push pipe engineering design and construction method based on stress performances of different geological environments | |
| CN115773115A (en) | Vertical shield tunneling system for cutting by multiple circular machine heads and construction method thereof | |
| CN103855650A (en) | Special construction method by utilizing electricity jacking pipe | |
| CN107956220A (en) | A kind of prefabricated construction method for diaphragm walls based on TRD grooving | |
| CN112942399A (en) | Open caisson mechanical construction device and method for penetrating rock stratum | |
| CN106592605A (en) | Construction method of foundation pit bracing with tri-axial stirring piles overlapped with reinforced concrete cast-in-place piles to be driven | |
| CN116044305B (en) | Square pile drill bit and core component | |
| CN108625362A (en) | A kind of bayonet type cast-in-situ bored pile building enclosure and construction method | |
| CN204608826U (en) | Tunneling boring stirs cutting and makes wall telephone | |
| CN103866787B (en) | A kind of spacious reverse masonry method concrete cut that digs builds construction technology | |
| CN108612083A (en) | One kind can sealing interpolation S shaped steel TRD walls and its construction method | |
| CN108643167A (en) | The slotting shape steel rolled stock type TRD engineering methods wall and its construction method of one type anchor pole | |
| CN102720202A (en) | Foundation pit supporting and protecting structure of underground continuous wall and construction method of structure | |
| CN115949055B (en) | A construction method for a diaphragm wall in an excavation pit | |
| CN207775897U (en) | A kind of supporting construction of rectangle interlocking pile | |
| CN111058456A (en) | Cast-in-place pile construction method in foundation pit supporting process | |
| CN118375125A (en) | Large-diameter cement mixing pile for complex stratum and construction method thereof | |
| CN217678977U (en) | Rope saw cloth | |
| CN108612082A (en) | One type shaped form TRD walls and its construction method |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |