CN106381874B - Upper-soft lower-hard ground Metro station excavation excavation construction process - Google Patents

Upper-soft lower-hard ground Metro station excavation excavation construction process Download PDF

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Publication number
CN106381874B
CN106381874B CN201610795771.3A CN201610795771A CN106381874B CN 106381874 B CN106381874 B CN 106381874B CN 201610795771 A CN201610795771 A CN 201610795771A CN 106381874 B CN106381874 B CN 106381874B
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excavation
stake holes
construction
foundation pit
laid
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CN106381874A (en
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吴应明
任少强
郭朋超
朱红桃
张照龙
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China Railway 20th Bureau Group Corp
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China Railway 20th Bureau Group Corp
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    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00—Excavations; Bordering of excavations; Making embankments
    • E02D17/02—Foundation pits
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00—Excavations; Bordering of excavations; Making embankments
    • E02D17/02—Foundation pits
    • E02D17/04—Bordering surfacing or stiffening the sides of foundation pits
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00—Independent underground or underwater structures; Retaining walls
    • E02D29/04—Making large underground spaces, e.g. for underground plants, e.g. stations of underground railways; Construction or layout thereof

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  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Sustainable Development (AREA)
  • Environmental & Geological Engineering (AREA)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
  • Piles And Underground Anchors (AREA)

Abstract

The invention discloses a kind of upper-soft lower-hard ground Metro station excavation excavation construction process, the building enclosure of the medial support structures that constructed Metro station excavation middle inside is provided with, constructed Metro station excavation includes top building enclosure, middle part building enclosure and lower part building enclosure；Lower part foundation pit is divided into foundation pit and lower foundation pit；Medial support structures include multiple caissons, and caisson is steel tube concrete pile, and steel tube concrete pile includes steel pipe support column, interior joint construction and lower node construction；When carrying out excavation construction to Metro station excavation, including step：A, medial support structures and top building enclosure synchronous construction；B, top excavation of foundation pit；C, middle part building enclosure is constructed；D, upper excavation of foundation pit；E, lower excavation of foundation pit.Present invention process step is simple, reasonable design and easy construction, using effect are good, can it is easy, upper-soft lower-hard ground Metro station excavation excavation construction process is rapidly completed, and work progress is safe and reliable.

Description

Upper-soft lower-hard ground Metro station excavation excavation construction process
Technical field
The invention belongs to metro station construction technical fields, more particularly, to a kind of upper-soft lower-hard ground Metro station excavation Excavation construction process.
Background technology
Subway station is a kind of important building in Urban Rail Transit, it is for passenger's boarding, transfer and time The place of vehicle.Cap excavation method be when underground engineering is bright do when the Novel engineering that needs the barriers such as highway crossing, building and take apply Work method, after being specifically excavated to certain depth downwards by ground, by top seal, remaining lower part engineering is in closed head cover Under construct.Agent structure inverse can also be made along work.Using cap excavation method in upper-soft lower-hard ground construction subway station When, difficulty of construction is larger.When such as to constructing positioned at the May Fourth Square station of Qingdao City, construction area residing for the station is upper The top of soft lower hard formation, the stratum is soil layer and its underpart is basement rock, and the top plate above thickness of earth covering in station is about 5.3 meters, top The following foundation depth of plate is about 13 meters, and foundation pit width is 45.8 meters, 90,000 m of the quick-fried cubic meter of stone to be drilled3.Also, to the Metro station excavation Before carrying out excavation construction, to ensure the stability of station agent structure, the middle part of agent structure is constructed from front to back AT STATION Multiple caissons.A diameter of Φ 2m~Φ 3m of constructed caisson and the hole depth of its stake holes are 23m~25m, by being constructed The consideration complex geologic conditions in area, there are drift sand formations, and digging diameter is big, and practice of construction difficulty is larger.Also, it constructed Journey is securely and reliably most important.But it is especially right when nowadays, carrying out excavation construction to upper-soft lower-hard ground Metro station excavation Middle inside lays less, the difficulty of construction of using for reference construction information of the Metro station excavation excavation construction of large-diameter bored pile Greatly.
Invention content
In view of the above-mentioned deficiencies in the prior art, the technical problem to be solved by the present invention is that providing a kind of soft lower hard Strata metro station pit excavation construction process, processing step is simple, reasonable design and easy construction, using effect are good, energy Upper-soft lower-hard ground Metro station excavation excavation construction process is rapidly completed in simplicity, and work progress is safe and reliable.
In order to solve the above technical problems, the technical solution adopted by the present invention is：A kind of upper-soft lower-hard ground subway station base Cheat excavation construction process, it is characterised in that：The medial support structures that constructed Metro station excavation middle inside is provided with, are applied The building enclosure of work Metro station excavation includes the top building enclosure from top to bottom gone along with sb. to guard him to Metro station excavation, middle part The stratum of building enclosure and lower part building enclosure, construction area residing for constructed subway station is upper-soft lower-hard ground, it is described on Soft lower hard formation includes lower part horizon d and the upper soil horizon above the lower part horizon d；The Metro station excavation point Lower part foundation pit for top foundation pit and below the top foundation pit, the top foundation pit are located in the upper soil horizon；
The top building enclosure includes two upper building enclosures being symmetrically laid at left and right sides of the top foundation pit, institute It includes the more upper cast-in-situ bored piles and one laid from front to back along the side excavation line of the top foundation pit to state building enclosure Road is supported in the upper Guan Liang on the more upper cast-in-situ bored piles, and the upper Guan Liang is reinforced beam, the upper Guan Liang with The more upper cast-in-situ bored piles are poured and are integrated, and are kept off by upper armored concrete between adjacent two upper cast-in-situ bored piles Cob wall is fastenedly connected；The structure snd size all same of the more upper cast-in-situ bored piles and its be laid in same level On, the bottom end height of the upper cast-in-situ bored pile is less than the bottom level of the top foundation pit；
The lower part foundation pit is divided into foundation pit and the lower foundation pit below the upper foundation pit, and the upper foundation pit is located at described In upper soil horizon, the lower foundation pit is located in the lower part horizon d；The width of the top foundation pit is more than the upper foundation pit Width, the width of the upper foundation pit are more than the width of the lower foundation pit；
The middle part building enclosure includes two middle building enclosures being symmetrically laid at left and right sides of the upper foundation pit, described Middle building enclosure includes that the more lower cast-in-situ bored piles laid from front to back along the side excavation line of the upper foundation pit are propped up with together with Support in the lower Guan Liang on the more lower cast-in-situ bored piles, the lower Guan Liang is reinforced beam, the lower Guan Liang with more The lower cast-in-situ bored pile, which pours, to be integrated, and passes through lower reinforced concrete retaining wall between adjacent two lower cast-in-situ bored piles It is fastenedly connected；The structure snd size all same of the more lower cast-in-situ bored piles and its be laid in same level, The bottom end height of the lower cast-in-situ bored pile is less than the bottom level of the upper foundation pit；
The lower part building enclosure includes two lower building enclosures being symmetrically laid at left and right sides of the lower foundation pit, described Lower building enclosure includes the lower part anchor cable that multiple tracks is laid from front to back along the side excavation line of the lower foundation pit, lower part described in multiple tracks Anchor cable is laid on same plane and it is laid in the upper outside of the lower foundation pit, the lower part anchor cable from the inside to the outside by Gradually tilt down；
The medial support structures include multiple caissons, longitudinal length of multiple caissons along Metro station excavation Direction is laid from front to back, and multiple caissons are in vertically to laying；The caisson is steel tube concrete pile, A diameter of Φ 550mm~Φ 650mm of the steel tube concrete pile；The steel tube concrete pile includes being located at constructed subway Steel pipe support column in standing, the interior joint being laid in the middle part of steel pipe support column construction and the lower section for being laid in steel pipe support column lower part Point construction, the steel pipe support column are in vertically to laying；The agent structure of constructed subway station includes bottom plate, two difference cloth It is located at left and right sides of bottom plate the side wall, the top plate right over bottom plate of top and one is laid between the top plate and bottom plate Middle plate, the left and right sides of the bottom plate, the top plate and the middle plate is connected as one with the side wall；The steel pipe branch The top and the bottom of dagger are separately fixed on the top plate and bottom plate, and the middle plate-girder in horizontal layout, institute are provided in the middle plate It states middle plate-girder to be laid along the transverse width direction of constructed subway station, the bottom plate, the middle plate and middle plate-girder are Reinforced concrete structure；The interior joint construction includes round tray of the coaxial package on steel pipe support column, the round support Disk is in horizontal layout, and the middle plate-girder is supported on round tray, and the round tray is located at below middle plate-girder, the round support Disk is installed on steel pipe support column, and the steel pipe support column therefrom passes through in plate-girder；The lower node construction includes from top to bottom Upper reinforcing structure, middle reinforcing structure and the lower reinforcing structure laid, the upper reinforcing structure are laid with lower reinforcing structure in symmetrical, The upper reinforcing structure, middle reinforcing structure and lower reinforcing structure are poured in bottom plate；The upper reinforcing structure includes multiple edges The uniformly distributed upper stiffener on steel pipe support column lateral wall of circumferencial direction, multiple upper stiffeners are laid in same water In plane；The middle reinforcing structure include it is multiple it is along the circumferential direction uniformly distributed on steel pipe support column lateral wall in put more energy into Part, multiple middle stiffeners are laid in same level；The lower reinforcing structure includes multiple along the circumferential direction uniform The lower stiffener being laid on steel pipe support column lateral wall, multiple lower stiffeners are laid in same level；
When carrying out excavation construction to Metro station excavation, include the following steps：
Step A, medial support structures and top building enclosure synchronous construction：To the medial support structures and the top Building enclosure is constructed respectively；
Wherein, when constructing to the medial support structures, from front to back to multiple in the medial support structures The caisson is constructed respectively, the construction method all same of multiple caissons；
When constructing to caisson described in any one, process is as follows：
Step 1: pore digging：From top to bottom the stake holes of constructed caisson is excavated, the stake holes (15-1) point Lower part stake holes for top stake holes and below the top stake holes, the top stake holes are located in the upper soil horizon, institute Lower part stake holes is stated to be located in the lower part horizon d；When being excavated to the stake holes, process is as follows：
Step 101, top pore digging：Using manually from top to bottom being excavated to the top stake holes, including it is following Step：
Step 1011, aperture are excavated and locking notch structure construction：In the aperture of the top stake holes, section is excavated, and is being opened Locking notch structure of constructing is dug in the molding aperture section；
The locking notch structure includes the cylindric ruggedized construction being located in the aperture of stake holes and is laid in cylindric reinforcing Round ring boss in structure, the cylindrical shape ruggedized construction and round ring boss is reinforced concrete structure and the two pours It is integrated；The cylindrical shape ruggedized construction is in laying, the round ring boss is in coaxial cloth with cylindric ruggedized construction vertically And if round ring boss is in horizontal layout and it is positioned at the surface of cylindric ruggedized construction；The internal diameter of the round ring boss Identical as the internal diameter of cylindric ruggedized construction, the outer diameter of the round ring boss is more than the outer diameter of cylindric ruggedized construction；It is described The caisson stake holes of stake holes construction subway station middle inside to be laid in, the aperture of the stake holes be Φ 2m~Φ 3m and its Aperture is identical as the diameter of the caisson, and the internal diameter of the round ring boss is less than the aperture of stake holes and its outer diameter is more than stake holes Aperture；The length that the cylindrical shape ruggedized construction elevates above the soil is 20cm~50cm, setting in the cylindrical shape ruggedized construction There is cylindric steel reinforcement cage, the cylindrical shape steel reinforcement cage includes that multiple tracks is along the circumferential direction uniformly distributed vertical in same level The ring-shaped stirrup that reinforcing bar and multiple tracks are from top to bottom laid, ring-shaped stirrup described in multiple tracks is in that horizontal direction is laid, vertical described in multiple tracks Reinforcing bar is fastenedly connected by ring-shaped stirrup described in multiple tracks and is integrated；It is convex that the top of vertical reinforcement described in per pass stretches to circular ring shape In platform；
The top stake holes is from top to bottom divided into multiple stake holes segments, the length of the stake holes segment be 500mm~ 1000mm, is each both provided with dado structure in the stake holes segment, the dado structure is concrete structure；Multiple stakes The stake holes segment for being located at topmost in the segment of hole is top segment, and the dado structure in the top segment is located at cylindric reinforce Below structure and the two is poured and is integrated；Φ 2m~Φ 3m is in the aperture of the stake holes and it is in vertically to laying；
Step 1012, top stake holes are subsequently excavated：From top to bottom to multiple stake holes segments in the top stake holes It is excavated respectively；It often excavates and completes a stake holes segment, excavating retaining wall of constructing in the molding stake holes segment Structure；After the completion of waiting for the dado structure construction in a stake holes segment, then next stake holes segment is opened It digs；
Step 2: steel pipe support column lifts：The steel pipe support column is from top to bottom lifted into stake holes described in step 1 It is interior, and the steel pipe support column is made to be located at the middle inside of the stake holes；
Step 3: filling concrete：By grouting pipe into steel pipe support column concrete perfusion；Wait for institute's concrete perfusion After solidification, the caisson that construction is completed is obtained；
Step B, top excavation of foundation pit：From top to bottom the top foundation pit is excavated；
Step C, middle part building enclosure is constructed：It constructs to the middle part building enclosure；
Step D, upper excavation of foundation pit：From top to bottom the upper foundation pit is excavated；
Step E, lower excavation of foundation pit：The lower foundation pit is excavated using Blasting Excavation mode, the lower excavation of foundation pit In the process, it from top to bottom constructs to the lower part building enclosure.
Above-mentioned upper-soft lower-hard ground Metro station excavation excavation construction process, it is characterized in that：The upper building enclosure is also wrapped Cable bolting structure is included, the upper cable bolting structure includes upper anchor cable group and the lower anchor cable below the upper anchor cable group Group, the upper anchor cable group include the upper anchor cable that multiple tracks is laid from front to back along the side excavation line of the top foundation pit, multiple tracks institute State that anchor cable is laid on same plane and it is laid in the upper outside of the top foundation pit, the upper anchor cable by it is interior extremely It tilts gradually downward outside；The lower anchor cable group includes that multiple tracks is laid down from front to back along the side excavation line of the top foundation pit Anchor cable, lower anchor cable is uniformly set in the same plane described in multiple tracks and it is laid in the lower outside of the top foundation pit, described Lower anchor cable tilts gradually downward from the inside to the outside；
The middle building enclosure further includes stream line supporting construction, and the stream line supporting construction includes multiple tracks on described The stream line that the side excavation line of foundation pit is laid from front to back, stream line described in multiple tracks is laid on same plane and it is uniformly distributed It is located at the upper outside of the upper foundation pit, the stream line tilts gradually downward from the inside to the outside；
When constructing to the middle part building enclosure in step A, to the upper cast-in-situ bored pile in the upper building enclosure It constructs with upper Guan Liang；
It is carried out in the Excavation Process of top in step B, from top to bottom to the upper reinforcing bar in the upper building enclosure Concrete retaining wall and the upper cable bolting structure are constructed respectively；
When carrying out middle part building enclosure construction in step C, to the lower cast-in-situ bored pile in the middle part building enclosure under Guan Liang is constructed；
It is carried out in Excavation Process in step D, from top to bottom the lower reinforcing bar in the middle part building enclosure is mixed Solidifying soil retaining wall and the stream line supporting construction are constructed respectively.
Above-mentioned upper-soft lower-hard ground Metro station excavation excavation construction process, it is characterized in that：The steel pipe support column bottom It stretching in the bottom horizon d below bottom plate, the steel pipe support column bottom stretches to the bottom segment in the horizon d of bottom, The length of the bottom segment is 2.5m~3.5m；
The bottom stake holes section being inserted into for the bottom segment, the side wall of the bottom segment are provided in the bottom horizon d On be provided with multiple injected holes, between the bottom segment and bottom horizon d be the stake holes inner concrete made of concreting Structure, multiple rows of shear bar are poured in stake holes inner concrete structure；Being located at the segment below bottom plate in the stake holes is Bottom stake holes section；
When carrying out filling concrete in step 3, it is irrigated from the bottom to top, the coagulation being poured into the bottom segment Soil enters bottom stake holes section through multiple injected holes, and obtains construction and complete stake holes inner concrete structure.
Above-mentioned upper-soft lower-hard ground Metro station excavation excavation construction process, it is characterized in that：Concrete is carried out in step 3 When perfusion, the concrete being perfused is self-compacting concrete.
Above-mentioned upper-soft lower-hard ground Metro station excavation excavation construction process, it is characterized in that：The steel pipe support column it is interior Upper lateral part is provided with steel reinforcement cage, and the grouting pipe is in vertically to laying and it is located at the middle inside of the stake holes, the note Slurry conduit is passed through from steel reinforcement cage middle inside；
When carrying out filling concrete in step 3, method is left using high-altitude and is irrigated by grouting pipe.
Above-mentioned upper-soft lower-hard ground Metro station excavation excavation construction process, it is characterized in that：Cylinder described in step 1011 Shape ruggedized construction and the total height of round ring boss are 800mm~1200mm；
The wall thickness of the cylindrical shape ruggedized construction is 80mm~120mm, the width d1=180mm of the round ring boss~ 220mm and its height h1=80mm~120mm.
Above-mentioned upper-soft lower-hard ground Metro station excavation excavation construction process, it is characterized in that：It is multiple described in step 1011 The stake holes segment for being located at topmost in stake holes segment is top segment, and the dado structure in the top segment is located at cylindric add Below fixing structure and the two is poured and is integrated；
Dado structure in the top segment is divided into top dado structure and immediately below the top dado structure Lower part dado structure, the outer diameter of the top dado structure is from top to bottom gradually reduced and its internal diameter from top to bottom gradually increases Greatly, the top outer diameter of the top dado structure is identical as the cylindric outer diameter of ruggedized construction；Outside the lower part dado structure Diameter from top to bottom all same and its outer diameter is identical as the bottom outer diameter of top dado structure, the lower part dado structure it is outer Diameter is identical as the aperture of stake holes.
Above-mentioned upper-soft lower-hard ground Metro station excavation excavation construction process, it is characterized in that：Neighbouring two shields Wall construction, which pours, to be integrated, and underlying dado structure top is stretched to positioned at upper in neighbouring two dado structures In the dado structure of side and built-in length is 50mm~100mm；
All stake holes segments in multiple stake holes segments in addition to the top segment are lower stake holes segment, under described The structure snd size all same of dado structure in stake holes segment, the outer diameter of dado structure is equal from top to bottom in the segment of lower pile hole Identical and its internal diameter is from top to bottom gradually reduced, and the outer diameter of dado structure is identical as the aperture of stake holes in the segment of lower pile hole.
Above-mentioned upper-soft lower-hard ground Metro station excavation excavation construction process, it is characterized in that：By upper in the bottom segment To multiple rows of shear bar is arranged with, it includes that multiple tracks is along the circumferential direction uniformly distributed outside steel pipe support column often to arrange the shear bar Shear bar on side wall, shear bar described in multiple tracks are laid in same level.
Above-mentioned upper-soft lower-hard ground Metro station excavation excavation construction process, it is characterised in that：The round tray includes Lower circular ring shape plate, the upper circular ring shape plate right over lower circular ring shape plate and multiple it is supported in lower circular ring shape plate and upper circular ring shape plate Between support element, multiple support elements are along the circumferential direction uniformly distributed, and the lower circular ring shape plate and upper circular ring shape plate are in Horizontal layout.
Compared with the prior art, the present invention has the following advantages：
1, processing step is simple, reasonable design and easy construction, input construction cost are relatively low.
2, used support system is reasonable in design and easy construction, input construction cost are relatively low.
3, used support system includes the building enclosure being laid on the outside of constructed Metro station excavation and is laid in The medial support structures of Metro station excavation middle inside carry out firm support, really from outside and middle part to Metro station excavation The stability in Excavation Process and after the completion of excavation of foundation pit is protected, and can guarantee that work progress is safe and reliable.Also, it is adopted Medial support structures supporting effect is good, is matched with building enclosure, can ensure that in Excavation Process and excavation of foundation pit is complete Stability after.Also, medial support structures can be as the middle part force structure of main structure of subway station.
4, used caisson is simple in structure and easy construction, using effect are good, and input construction cost is relatively low, in steel pipe The joint structure that design structure is reasonable and using effect is good is distinguished in the middle part of support column and lower part, not only easy construction, and makes Good with effect, construction quality is easy to ensure.
5, used interior joint structural texture is simple, reasonable design and processing and fabricating and installation it is fixed it is easy, use effect Fruit is good, includes round tray of the coaxial package on steel pipe column, is supported using round tray centering plate-girder, and round support Disk is located at below middle plate-girder.
6, used interior joint construction easy construction and using effect is good, the node between steel pipe column and middle plate-girder into When row construction, without any weld job, steel member is notheated deformation, can effectively avoid the deformation at because of steel tubular column joints big Caused by hidden danger of quality, and manually the amount of devoting oneself to work is small, and steel usage amount is small, and steel 65.4% are saved compared to conventional node. The interior joint configurations are simple, reasonable design and processing and fabricating and easy construction, using effect are good, welding when node construction Operation, it is economical and practical.
7, used lower node structural texture is simple, reasonable design and processing and fabricating and installation it is fixed it is easy, use effect Fruit is good, and lower node construction includes upper reinforcing structure, middle reinforcing structure and the lower reinforcing structure from top to bottom laid, knot of above putting more energy into Structure, middle reinforcing structure and lower reinforcing structure are poured in bottom plate；Also, steel pipe support column bottom stretches to the bottom below bottom plate It is from top to bottom provided in portion's horizon d, in bottom segment on multiple rows of shear bar and its side wall and is provided with multiple injected holes, bottom section Section is poured with multiple rows of shear bar in stake holes inner concrete structure, and fixed and easy construction carries out steel pipe support column When concreting, synchronizes and pouring construction is carried out to stake holes inner concrete structure.Also, lower node constructs and subway station main body The bottom horizon d below bottom plate and bottom plate in structure, which is fastenedly connected, to be integrated, and the mechanical property of steel pipe column can be effectively improved Can, stressed effect is more preferably.
8, the locking notch structure in top stake holes aperture is simple and easy construction, input construction cost are relatively low.
9, the locking notch structure in top stake holes aperture is reasonable in design, easy construction and using effect are good, including is located at stake Cylindric ruggedized construction in the aperture in hole and the round ring boss being laid in cylindric ruggedized construction, cylindrical shape, which is reinforced, to be tied The length that structure extend out to ground is 20cm~50cm, and cylindric steel reinforcement cage, cylindric reinforcing bar are provided in cylindric ruggedized construction Cage includes the annular that the along the circumferential direction uniformly distributed vertical reinforcement and multiple tracks in same level of multiple tracks is from top to bottom laid The top of stirrup, per pass vertical reinforcement stretches in round ring boss, by round ring boss to water blocking and protection, and Cylindric ruggedized construction extend out to ground and extend out to ground, and to cylindric ruggedized construction and the top retaining wall knot being disposed below Structure is defined, and is further ensured that fore shaft effect, and energy is easy, stake holes fore shaft process is rapidly completed, and fore shaft effect is good, can be right Stake holes aperture carries out effective protection.
10, the dado structure reasonable design and easy construction of top stake holes, retaining wall effect is good, is particularly suitable for that there are quicksands The upper soil horizon of layer.
11, easy construction and construction quality are easy to ensure, used Design of Retaining Structure rationally and easy construction, use Effect is good, and knot is gone along with sb. to guard him using top building enclosure, middle part building enclosure and the lower part from top to bottom laid for soft lower hardcore Structure, which is combined, goes along with sb. to guard him foundation pit, can effectively be gone along with sb. to guard him to the Metro station excavation of construction molding, it is ensured that construction molding base Stability；Meanwhile construction molding caisson is reasonable in design and good mechanical performance, the agent structure of caisson is steel Tubing string, steel pipe column lower part is anchoring section and the top plate of upper part and subway station is fastenedly connected and is integrated, and overall effect is good, and Construction quality is easy to ensure.When practice of construction, before constructing to the top plate in main structure of subway station, need in completion Between support (work progress of i.e. constructed caisson), the caisson be steel core concrete column.Steel pipe column is completed in shop-fabricated Live disposable installation, easy construction, and can effectively enhance the excavation of foundation pit stability of upper-soft lower-hard ground.Using energy of the present invention Kind of a upper-soft lower-hard ground Metro station excavation excavation construction process is rapidly completed in simplicity.
In conclusion present invention process step is simple, reasonable design and easy construction, using effect are good, it can be easy, quick Upper-soft lower-hard ground Metro station excavation excavation construction process is completed, and work progress is safe and reliable.
Below by drawings and examples, technical scheme of the present invention will be described in further detail.
Description of the drawings
Fig. 1 is the process flow diagram of the present invention.
Fig. 1-1 is the structural schematic diagram of support system of the present invention.
Fig. 2 is the structural schematic diagram of steel pipe support column of the present invention.
Fig. 3 is the connection status schematic diagram of steel pipe support column of the present invention and round tray.
Construction State schematic diagram when Fig. 4 is reinforcing bar cage hoisting of the present invention.
Fig. 5 is the Construction State schematic diagram during anchoring section filling concrete of the present invention.
Fig. 6 is the Construction State schematic diagram after the completion of filling concrete of the present invention.
Fig. 7 is the structural schematic diagram of locking notch structure of the present invention.
Fig. 8 is the structural schematic diagram of dado structure in top stake holes of the present invention.
Fig. 9 is the construction method flow diagram of caisson of the present invention.
Reference sign:
1-steel pipe support column；2-round trays；3-middle plate-girders；
4-bottom plates；5-upper reinforcing structures；6-middle reinforcing structures；
7-lower reinforcing structures；8-bottom horizon ds；9-shear bars；
10-bottom stake holes sections；11-injected holes；12-stake holes inner concrete structures；
13-grouting pipes；14-steel reinforcement cages；15-1-stake holes；
15-2-cylindrical shape ruggedized construction；15-3-round ring boss；15-4-vertical reinforcement；
15-5-ring-shaped stirrup；15-6-dado structure；16-5-Metro station excavation；
16-6-goes up cast-in-situ bored pile；16-7-goes up Guan Liang；The lower cast-in-situ bored piles of 16-8-；
The lower Guan Liangs of 16-9-；16-10-lower part anchor cable；16-11-goes up anchor cable；
The lower anchor cables of 16-12-；16-13-stream line；16-14-anchor pole.
Specific implementation mode
A kind of upper-soft lower-hard ground Metro station excavation excavation construction process as shown in Figure 1, constructed subway station base The medial support structures that are provided with of hole 16-5 middle insides, the building enclosure of constructed Metro station excavation 16-5 include by up to Under top building enclosure, middle part building enclosure and lower part building enclosure that Metro station excavation 16-5 is gone along with sb. to guard him, constructed The stratum of construction area residing for subway station is upper-soft lower-hard ground, and the upper-soft lower-hard ground includes lower part horizon d and is located at Upper soil horizon above the lower part horizon d；The Metro station excavation 16-5 points for top foundation pit and positioned at the top base The lower part foundation pit of lower section is cheated, the top foundation pit is located in the upper soil horizon, refers to Fig. 1-1；
The top building enclosure includes two upper building enclosures being symmetrically laid at left and right sides of the top foundation pit, institute It includes the upper cast-in-situ bored pile 16-6 that the more side excavation lines along the top foundation pit are laid from front to back to state building enclosure The upper Guan Liang 16-7 being supported in together on the more upper cast-in-situ bored pile 16-6, the upper Guan Liang 16-7 are armored concrete Beam, the upper Guan Liang 16-7 are poured with the more upper cast-in-situ bored pile 16-6 and are integrated, adjacent two upper drill-pourings It is fastenedly connected by upper reinforced concrete retaining wall between stake 16-6；The structure of the more upper cast-in-situ bored pile 16-6 and Size all same and its be laid in same level, the bottom end height of the upper cast-in-situ bored pile 16-6 is less than the top The bottom level of foundation pit；
The lower part foundation pit is divided into foundation pit and the lower foundation pit below the upper foundation pit, and the upper foundation pit is located at described In upper soil horizon, the lower foundation pit is located in the lower part horizon d；The width of the top foundation pit is more than the upper foundation pit Width, the width of the upper foundation pit are more than the width of the lower foundation pit；
The middle part building enclosure includes two middle building enclosures being symmetrically laid at left and right sides of the upper foundation pit, described Middle building enclosure includes the lower cast-in-situ bored pile 16-8 and one that the more side excavation lines along the upper foundation pit are laid from front to back Road is supported in the lower Guan Liang 16-9 on the more lower cast-in-situ bored pile 16-8, and the lower Guan Liang 16-9 is reinforced beam, The lower Guan Liang 16-9 is poured with the more lower cast-in-situ bored pile 16-8 and is integrated, adjacent two lower cast-in-situ bored piles It is fastenedly connected by lower reinforced concrete retaining wall between 16-8；The structure and ruler of the more lower cast-in-situ bored pile 16-8 Very little all same and its be laid in same level, the bottom end height of the lower cast-in-situ bored pile 16-8 is less than the upper foundation pit Bottom level；
The lower part building enclosure includes two lower building enclosures being symmetrically laid at left and right sides of the lower foundation pit, described Lower building enclosure includes the lower part anchor cable 16-10 that multiple tracks is laid from front to back along the side excavation line of the lower foundation pit, multiple tracks institute State that lower part anchor cable 16-10 is laid on same plane and it is laid in the upper outside of the lower foundation pit, the lower part anchor Rope 16-10 is tilted gradually downward from the inside to the outside；
The medial support structures include multiple caissons, and multiple caissons are along the longitudinal direction of Metro station excavation 16-5 Length direction is laid from front to back, and multiple caissons are in vertically to laying；The caisson is steel tube concrete Native stake, a diameter of Φ 550mm~Φ 650mm of the steel tube concrete pile；In conjunction with Fig. 2, the steel tube concrete pile includes position In in constructed subway station steel pipe support column 1, be laid in the interior joint construction at the middle part of steel pipe support column 1 and be laid in steel pipe The lower node of 1 lower part of support column constructs, and the steel pipe support column 1 is in vertically to laying；The agent structure of constructed subway station Including bottom plate, 4, two are laid in the side wall of 4 left and right sides top of bottom plate, top plate and a cloth right over bottom plate 4 respectively The middle plate being located between the top plate and bottom plate 4, the left and right sides of the bottom plate 4, the top plate and the middle plate with it is described Side wall is connected as one；The top and the bottom of the steel pipe support column 1 are separately fixed on the top plate and bottom plate 4, in the middle plate It is provided with the middle plate-girder 3 in horizontal layout, the middle plate-girder 3 is laid along the transverse width direction of constructed subway station, The bottom plate 4, the middle plate and middle plate-girder 3 are reinforced concrete structure；As shown in Fig. 2, the interior joint construction includes same Round tray 2 of the axle sleeve on steel pipe support column 1, the round tray 2 are in horizontal layout, and the middle plate-girder 3 is supported in circle On shape pallet 2, the round tray 2 is located at 3 lower section of middle plate-girder, and the round tray 2 is installed on steel pipe support column 1, described Steel pipe support column 1 therefrom passes through in plate-girder 3；Lower node construction include the upper reinforcing structure 5 from top to bottom laid, in put more energy into Structure 6 and lower reinforcing structure 7, the upper reinforcing structure 5 and lower reinforcing structure 7 are laid in symmetrical, the upper reinforcing structure 5, in Reinforcing structure 6 and lower reinforcing structure 7 are poured in bottom plate 4；The upper reinforcing structure 5 includes multiple along the circumferential direction uniform cloth The upper stiffener being located on 1 lateral wall of steel pipe support column, multiple upper stiffeners are laid in same level；In described Reinforcing structure 6 include multiple along the circumferential direction uniformly distributed middle stiffeners on 1 lateral wall of steel pipe support column, it is multiple it is described in Stiffener is laid in same level；The lower reinforcing structure 7 includes multiple along the circumferential direction uniformly distributed in steel pipe branch Lower stiffener on 1 lateral wall of dagger, multiple lower stiffeners are laid in same level；
When carrying out excavation construction to Metro station excavation 16-5, include the following steps：
Step A, medial support structures and top building enclosure synchronous construction：To the medial support structures and the top Building enclosure is constructed respectively；
Wherein, when constructing to the medial support structures, from front to back to multiple in the medial support structures The caisson is constructed respectively, the construction method all same of multiple caissons；
As shown in figure 9, when constructing to caisson described in any one, process is as follows：
Step 1: pore digging：From top to bottom the stake holes 15-1 of constructed caisson is excavated, the stake holes 15-1 It is divided into top stake holes and the lower part stake holes below the top stake holes, the top stake holes is located in the upper soil horizon, The lower part stake holes is located in the lower part horizon d；When being excavated to the stake holes 15-1, process is as follows：
Step 101, top pore digging：Using manually from top to bottom being excavated to the top stake holes, including it is following Step：
Step 1011, aperture are excavated and locking notch structure construction：In the aperture of the top stake holes, section is excavated, and is being opened Locking notch structure of constructing is dug in the molding aperture section；
The locking notch structure includes the cylindric ruggedized construction 15-2 being located in the aperture of stake holes 15-1 and is laid in circle Round ring boss 15-3, the cylindrical shape ruggedized construction 15-2 and round ring boss 15-3 on tubular ruggedized construction 15-2 are Reinforced concrete structure and the two, which pour, to be integrated；The cylindrical shape ruggedized construction 15-2 is in vertically to laying, the circular ring shape Boss 15-3 and cylindric ruggedized construction 15-2 are laid in coaxial, and round ring boss 15-3 be in horizontal layout and its be located at cylinder The surface of shape ruggedized construction 15-2；The internal diameter phase of the internal diameter of the round ring boss 15-3 and cylindric ruggedized construction 15-2 Together, the outer diameter of the round ring boss 15-3 is more than the outer diameter of cylindric ruggedized construction 15-2；The stake holes 15-1 is to be laid in The aperture of the caisson stake holes of constructed subway station middle inside, the stake holes 15-1 is Φ 2m~Φ 3m and its aperture and institute The diameter for stating caisson is identical, and the internal diameter of the round ring boss 15-3 is less than the aperture of stake holes 15-1 and its outer diameter is more than stake holes The aperture of 15-1；The length that the cylindrical shape ruggedized construction 15-2 elevates above the soil is 20cm~50cm, and cylindric reinforce is tied Cylindric steel reinforcement cage is provided in structure 15-2, the cylindrical shape steel reinforcement cage includes that multiple tracks is along the circumferential direction uniformly distributed in same water The ring-shaped stirrup 15-5 that vertical reinforcement 15-4 and multiple tracks in plane are from top to bottom laid, ring-shaped stirrup 15-5 described in multiple tracks are in Horizontal direction is laid, and vertical reinforcement 15-4 is fastenedly connected by ring-shaped stirrup 15-5 described in multiple tracks described in multiple tracks is integrated；Per pass institute The top for stating vertical reinforcement 15-4 stretches in round ring boss 15-3；
The top stake holes is from top to bottom divided into multiple stake holes segments, the length of the stake holes segment be 500mm~ 1000mm, it is concrete structure that dado structure 15-6, the dado structure 15-6 are each both provided in the stake holes segment；It is more The stake holes segment for being located at topmost in a stake holes segment is top segment, dado structure 15-6 in the top segment Below cylindric ruggedized construction 15-2 and the two is poured and is integrated；The aperture of the stake holes 15-1 be Φ 2m~Φ 3m and its be in Vertically to laying；
Step 1012, top stake holes are subsequently excavated：From top to bottom to multiple stake holes segments in the top stake holes It is excavated respectively；It often excavates and completes a stake holes segment, excavating retaining wall of constructing in the molding stake holes segment Structure 15-6；After the completion of waiting for the dado structure 15-6 constructions in a stake holes segment, then to next stake holes section Duan Jinhang is excavated；
Step 2: steel pipe support column lifts：The steel pipe support column 1 is from top to bottom lifted into stake holes described in step 1 In 15-1, and the middle inside for making the steel pipe support column 1 be located at the stake holes 15-1；
Step 3: filling concrete：By grouting pipe 13 into steel pipe support column 1 concrete perfusion；It waits being perfused mixed After solidifying soil solidification, the caisson that construction is completed is obtained；
Step B, top excavation of foundation pit：From top to bottom the top foundation pit is excavated；
Step C, middle part building enclosure is constructed：It constructs to the middle part building enclosure；
Step D, upper excavation of foundation pit：From top to bottom the upper foundation pit is excavated；
Step E, lower excavation of foundation pit：The lower foundation pit is excavated using Blasting Excavation mode, the lower excavation of foundation pit In the process, it from top to bottom constructs to the lower part building enclosure.
In the present embodiment, the medial support structures and the building enclosure form support system, refer to Fig. 1-1.
In the present embodiment, the upper building enclosure further includes upper cable bolting structure, and the upper cable bolting structure includes Upper anchor cable group and the lower anchor cable group below the upper anchor cable group, the upper anchor cable group include multiple tracks along the top foundation pit The upper anchor cable 16-11 that side excavation line is laid from front to back, upper anchor cable 16-11 described in multiple tracks is laid on same plane and it It is laid in the upper outside of the top foundation pit, the upper anchor cable 16-11 is tilted gradually downward from the inside to the outside；The lower anchor cable Group includes the lower anchor cable 16-12 that multiple tracks is laid from front to back along the side excavation line of the top foundation pit, and anchor cable is played described in multiple tracks 16-12 is laid on same plane and it is laid in the lower outside of the top foundation pit, and the lower anchor cable 16-12 is by interior To tilting gradually downward outside；
The middle building enclosure further includes stream line supporting construction, and the stream line supporting construction includes multiple tracks on described The stream line 16-13 that the side excavation line of foundation pit is laid from front to back, stream line 16-13 described in multiple tracks are laid in same plane Above and it is laid in the upper outside of the upper foundation pit, and the stream line 16-13 is tilted gradually downward from the inside to the outside；
When constructing to the middle part building enclosure in step A, to the upper cast-in-situ bored pile in the upper building enclosure 16-6 and upper Guan Liang 16-7 construct；
It is carried out in the Excavation Process of top in step B, from top to bottom to the upper reinforcing bar in the upper building enclosure Concrete retaining wall and the upper cable bolting structure are constructed respectively；
When carrying out middle part building enclosure construction in step C, to the lower cast-in-situ bored pile 16-8 in the middle part building enclosure It constructs with lower Guan Liang 16-9；
It is carried out in Excavation Process in step D, from top to bottom the lower reinforcing bar in the middle part building enclosure is mixed Solidifying soil retaining wall and the stream line supporting construction are constructed respectively.
In the present embodiment, multiple caissons are in uniformly distributed.
In the present embodiment, 1 bottom of steel pipe support column stretches in the bottom horizon d 8 of 4 lower section of bottom plate, the steel pipe 1 bottom of support column stretches to the bottom segment in bottom horizon d 8, and the length of the bottom segment is 2.5m~3.5m.
Also, multiple rows of shear bar 9 is from top to bottom provided in the bottom segment, it includes more often to arrange the shear bar 9 The along the circumferential direction uniformly distributed shear bar 9 on 1 lateral wall of steel pipe support column in road, shear bar 9 described in multiple tracks are laid in together On one horizontal plane.
In the present embodiment, the bottom stake holes section 10 being inserted into for the bottom segment is provided in the bottom horizon d 8, it is described Multiple injected holes 11 are provided on the side wall of bottom segment, for by concreting between the bottom segment and bottom horizon d 8 Made of stake holes inner concrete structure 12, multiple rows of shear bar 9 pours in stake holes inner concrete structure 12.
When practice of construction, multiple injected holes 11 are in uniformly distributed, and multiple injected holes 11 are in quincunx laying.
In the present embodiment, the upper stiffener includes upper connector and in vertically to the upper stiffener of laying, the upper company Fitting is L-shaped connector, and the upper connector is fixed on the lateral wall of steel pipe support column 1, and the upper stiffener is fixed on institute It states on upper connector, the upper stiffener is fixed on by the upper connector on steel pipe support column 1；The lower stiffener includes Lower connector and in vertically to the lower stiffener of laying, the lower connector is L-shaped connector, and the lower connector is fixed on steel On the lateral wall of pipe support column 1, the lower stiffener is fixed on the lower connector, and the lower stiffener passes through the lower company Fitting is fixed on steel pipe support column 1；The upper stiffener and the lower stiffener are triangular plate.
In the present embodiment, the middle stiffener includes middle connector and in vertically to the middle stiffener of laying, the middle company Fitting is L-shaped connector, and the middle connector is fixed on the lateral wall of steel pipe support column 1, and the middle stiffener is fixed on institute It states on upper connector, the middle stiffener is fixed on by the middle connector on steel pipe support column 1；It is opened on the middle stiffener There are multiple through-holes.
Thus, the middle stiffener forms a PBL shear connector, enhances shearing strength, effectively improves steel pipe support Bonding strength between 1 bottom of column and stake holes inner concrete structure 12.
For the bonding strength for further increasing between 1 bottom of steel pipe support column and stake holes inner concrete structure 12, in described Zigzag is processed on the outside of stiffener.
In the present embodiment, the round tray 2 is weldingly fixed on steel pipe support column 1.
As shown in figure 3, the round tray 2 includes lower circular ring shape plate 2-1, upper right over lower circular ring shape plate 2-1 Circular ring shape plate 2-2 and multiple support element 2-3 being supported between lower circular ring shape plate 2-1 and upper circular ring shape plate 2-2, multiple branch Support member 2-3 is along the circumferential direction uniformly distributed, and the lower circular ring shape plate 2-1 and upper circular ring shape plate 2-2 are in horizontal layout.
In the present embodiment, multiple support element 2-3 are in vertically to the support plate of laying.
Also, the support plate is steel plate, and the lower circular ring shape plate 2-1 and upper circular ring shape plate 2-2 is steel plate.
In the present embodiment, each with welding side between the support plate and lower circular ring shape plate 2-1 and upper circular ring shape plate 2-2 Formula is fixedly connected.
Also, the lower circular ring shape plate 2-1 and upper circular ring shape plate 2-2 are weldingly fixed on steel pipe support column 1, Mei Gesuo The madial wall for stating support plate is weldingly fixed on steel pipe support column 1.
When practice of construction, before constructing to the middle plate-girder 3, round tray 2 is first fixed on steel pipe support column 1. When node between steel pipe support column 1 and middle plate-girder 3 is constructed, centering plate-girder 3 is only needed to construct, and make steel pipe support Column 1 therefrom passes through in plate-girder 3, and the middle plate-girder 3 of construction molding is located at below top plate.Thus, practice of construction is easy, to steel pipe When node between support column 1 and middle plate-girder 3 is constructed, without any weld job, construction volume is small, easy construction, quickly.
In the present embodiment, as shown in Figure 1, the building enclosure includes from top to bottom being enclosed to Metro station excavation 16-5 Top building enclosure, middle part building enclosure and the lower part building enclosure of shield, the stratum of construction area residing for constructed subway station For upper-soft lower-hard ground, the upper-soft lower-hard ground includes lower part horizon d and the top soil above the lower part horizon d Layer；The Metro station excavation 16-5 points are top foundation pit and the lower part foundation pit below the top foundation pit, the top Foundation pit is located in the upper soil horizon；
The top building enclosure includes two upper building enclosures being symmetrically laid at left and right sides of the top foundation pit, institute It includes the upper cast-in-situ bored pile 16-6 that the more side excavation lines along the top foundation pit are laid from front to back to state building enclosure The upper Guan Liang 16-7 being supported in together on the more upper cast-in-situ bored pile 16-6, the upper Guan Liang 16-7 are armored concrete Beam, the upper Guan Liang 16-7 are poured with the more upper cast-in-situ bored pile 16-6 and are integrated, adjacent two upper drill-pourings It is fastenedly connected by upper reinforced concrete retaining wall between stake 16-6；The structure of the more upper cast-in-situ bored pile 16-6 and Size all same and its be laid in same level, the bottom end height of the upper cast-in-situ bored pile 16-6 is less than the top The bottom level of foundation pit；
The lower part foundation pit is divided into foundation pit and the lower foundation pit below the upper foundation pit, and the upper foundation pit is located at described In upper soil horizon, the lower foundation pit is located in the lower part horizon d；The width of the top foundation pit is more than the upper foundation pit Width, the width of the upper foundation pit are more than the width of the lower foundation pit；
The middle part building enclosure includes two middle building enclosures being symmetrically laid at left and right sides of the upper foundation pit, described Middle building enclosure includes the lower cast-in-situ bored pile 16-8 and one that the more side excavation lines along the upper foundation pit are laid from front to back Road is supported in the lower Guan Liang 16-9 on the more lower cast-in-situ bored pile 16-8, and the lower Guan Liang 16-9 is reinforced beam, The lower Guan Liang 16-9 is poured with the more lower cast-in-situ bored pile 16-8 and is integrated, adjacent two lower cast-in-situ bored piles It is fastenedly connected by lower reinforced concrete retaining wall between 16-8；The structure and ruler of the more lower cast-in-situ bored pile 16-8 Very little all same and its be laid in same level, the bottom end height of the lower cast-in-situ bored pile 16-8 is less than the upper foundation pit Bottom level；
The lower part building enclosure includes two lower building enclosures being symmetrically laid at left and right sides of the lower foundation pit, described Lower building enclosure includes the lower part anchor cable 16-10 that multiple tracks is laid from front to back along the side excavation line of the lower foundation pit, multiple tracks institute State that lower part anchor cable 16-10 is laid on same plane and it is laid in the upper outside of the lower foundation pit, the lower part anchor Rope 16-10 is tilted gradually downward from the inside to the outside.
In the present embodiment, the upper building enclosure further includes upper cable bolting structure, and the upper cable bolting structure includes Upper anchor cable group and the lower anchor cable group below the upper anchor cable group, the upper anchor cable group include multiple tracks along the top foundation pit The upper anchor cable 16-11 that side excavation line is laid from front to back, upper anchor cable 16-11 described in multiple tracks is laid on same plane and it It is laid in the upper outside of the top foundation pit, the upper anchor cable 16-11 is tilted gradually downward from the inside to the outside；The lower anchor cable Group includes the lower anchor cable 16-12 that multiple tracks is laid from front to back along the side excavation line of the top foundation pit, and anchor cable is played described in multiple tracks 16-12 is laid on same plane and it is laid in the lower outside of the top foundation pit, and the lower anchor cable 16-12 is by interior To tilting gradually downward outside.
Meanwhile the middle building enclosure further includes stream line supporting construction, the stream line supporting construction includes multiple tracks edge The stream line 16-13 that the side excavation line of the upper foundation pit is laid from front to back, stream line 16-13 described in multiple tracks are laid in together In one plane and it is laid in the upper outside of the upper foundation pit, and the stream line 16-13 is tilted gradually downward from the inside to the outside.
In the present embodiment, the lower building enclosure further includes multiple anchor poles being from top to bottom laid on the outside of the lower foundation pit Group, each anchor pole group includes the more anchor pole 16-14 laid from front to back along the side excavation line of the lower foundation pit, more Anchor pole 16-14 described in root is laid on same plane, and the anchor pole 16-14 is tilted gradually downward from the inside to the outside.
In the present embodiment, the anchor pole 16-14 is in parallel laying with lower part anchor cable 16-10.
Also, the upper anchor cable 16-11, lower anchor cable 16-12 and stream line 16-13 are with lower part anchor cable 16-10 in parallel It lays.
In the present embodiment, the diameter of the upper cast-in-situ bored pile 16-6 is less than the diameter of lower cast-in-situ bored pile 16-8, described A diameter of Φ 700mm~Φ 900mm of upper cast-in-situ bored pile 16-6, a diameter of Φ 900mm of the lower cast-in-situ bored pile 16-8 ~Φ 1100mm.
In the present embodiment, the upper cast-in-situ bored pile 16-6 and lower cast-in-situ bored pile 16-8 are in be laid staggeredly.
Also, the spacing between the two neighboring upper cast-in-situ bored pile 16-6 and the two neighboring lower cast-in-situ bored pile Spacing between 16-8 is 1.5m~2.5mm.
When practice of construction, can according to specific needs, to the diameter of upper cast-in-situ bored pile 16-6 and lower cast-in-situ bored pile 16-8, Between between the height of upper cast-in-situ bored pile 16-6 and lower cast-in-situ bored pile 16-8, the two neighboring upper cast-in-situ bored pile 16-6 It is adjusted accordingly respectively away from the spacing between the two neighboring lower cast-in-situ bored pile 16-8.
In the present embodiment, the thickness of the upper reinforced concrete retaining wall and the lower reinforced concrete retaining wall is 80mm~120mm.
It, can according to specific needs, to the upper reinforced concrete retaining wall and the lower armored concrete when practice of construction The thickness of retaining wall adjusts accordingly.
In the present embodiment, spacing between the bottom end and the bottom of the top foundation pit of the upper cast-in-situ bored pile 16-6 with And the spacing between the bottom end and the bottom of the upper foundation pit of lower cast-in-situ bored pile 16-8 is 1.5m~3.5m.
When carrying out filling concrete in step 3, it is irrigated from the bottom to top, the coagulation being poured into the bottom segment Soil enters bottom stake holes section 10 through multiple injected holes 11, and obtains construction and complete stake holes inner concrete structure 12.
In the present embodiment, it is from top to bottom provided with multiple rows of shear bar 9 in the bottom segment, it is equal often to arrange the shear bar 9 Including the along the circumferential direction uniformly distributed shear bar 9 on 1 lateral wall of steel pipe support column of multiple tracks, shear bar 9 is uniformly distributed described in multiple tracks It is located in same level.
In the present embodiment, the bottom stake holes section 10 being inserted into for the bottom segment is provided in the bottom horizon d 8, it is described Multiple injected holes 11 are provided on the side wall of bottom segment, for by concreting between the bottom segment and bottom horizon d 8 Made of stake holes inner concrete structure 12, multiple rows of shear bar 9 pours in stake holes inner concrete structure 12.
When practice of construction, multiple injected holes 11 are in uniformly distributed, and multiple injected holes 11 are in quincunx laying.
In the present embodiment, the upper stiffener includes upper connector and in vertically to the upper stiffener of laying, the upper company Fitting is L-shaped connector, and the upper connector is fixed on the lateral wall of steel pipe support column 1, and the upper stiffener is fixed on institute It states on upper connector, the upper stiffener is fixed on by the upper connector on steel pipe support column 1；The lower stiffener includes Lower connector and in vertically to the lower stiffener of laying, the lower connector is L-shaped connector, and the lower connector is fixed on steel On the lateral wall of pipe support column 1, the lower stiffener is fixed on the lower connector, and the lower stiffener passes through the lower company Fitting is fixed on steel pipe support column 1；The upper stiffener and the lower stiffener are triangular plate.
In the present embodiment, the middle stiffener includes middle connector and in vertically to the middle stiffener of laying, the middle company Fitting is L-shaped connector, and the middle connector is fixed on the lateral wall of steel pipe support column 1, and the middle stiffener is fixed on institute It states on upper connector, the middle stiffener is fixed on by the middle connector on steel pipe support column 1；It is opened on the middle stiffener There are multiple through-holes.
Thus, the middle stiffener forms a PBL shear connector, enhances shearing strength, effectively improves steel pipe support Bonding strength between 1 bottom of column and stake holes inner concrete structure 12.
For the bonding strength for further increasing between 1 bottom of steel pipe support column and stake holes inner concrete structure 12, in described Zigzag is processed on the outside of stiffener.
In the present embodiment, the round tray 2 is weldingly fixed on steel pipe support column 1.
As shown in figure 3, the round tray 2 includes lower circular ring shape plate 2-1, upper right over lower circular ring shape plate 2-1 Circular ring shape plate 2-2 and multiple support element 2-3 being supported between lower circular ring shape plate 2-1 and upper circular ring shape plate 2-2, multiple branch Support member 2-3 is along the circumferential direction uniformly distributed, and the lower circular ring shape plate 2-1 and upper circular ring shape plate 2-2 are in horizontal layout.
In the present embodiment, multiple support element 2-3 are in vertically to the support plate of laying.
Also, the support plate is steel plate, and the lower circular ring shape plate 2-1 and upper circular ring shape plate 2-2 is steel plate.
In the present embodiment, each with welding side between the support plate and lower circular ring shape plate 2-1 and upper circular ring shape plate 2-2 Formula is fixedly connected.
Also, the lower circular ring shape plate 2-1 and upper circular ring shape plate 2-2 are weldingly fixed on steel pipe support column 1, Mei Gesuo The madial wall for stating support plate is weldingly fixed on steel pipe support column 1.
When practice of construction, before constructing to the middle plate-girder 3, round tray 2 is first fixed on steel pipe support column 1. When node between steel pipe support column 1 and middle plate-girder 3 is constructed, centering plate-girder 3 is only needed to construct, and make steel pipe support Column 1 therefrom passes through in plate-girder 3, and the middle plate-girder 3 of construction molding is located at below top plate.Thus, practice of construction is easy, to steel pipe When node between support column 1 and middle plate-girder 3 is constructed, without any weld job, construction volume is small, easy construction, quickly.
In actual use, by round ring boss 15-3 to water blocking and protection, can to the aperture of stake holes 15-1 into Row effective protection.
In the present embodiment, it is upper reinforcement that the tops the vertical reinforcement 15-4, which stretch to the segment in round ring boss 15-3, Segment, the upper reinforcement segment are L-shaped.
In the present embodiment, the total height of cylindrical shape ruggedized construction 15-2 and round ring boss 15-3 described in step 1011 is 800mm~1200mm.
Also, the wall thickness of the cylindrical shape ruggedized construction 15-2 is 80mm~120mm, the width of the round ring boss 15-3 Spend d1=180mm~220mm and its height h1=80mm~120mm.
It, can according to specific needs, to total height of cylindric ruggedized construction 15-2 and round ring boss 15-3 when practice of construction The width d1 and height h1 of degree, the wall thickness of cylindric ruggedized construction 15-2 and round ring boss 15-3 are accordingly adjusted respectively It is whole.
In the present embodiment, the stake holes 15-1 point is top stake holes and the lower part stake holes below the top stake holes, The stratum of construction area residing for constructed subway station is upper-soft lower-hard ground, and the upper-soft lower-hard ground includes lower part horizon d With the upper soil horizon above the lower part horizon d；The top stake holes is located in the upper soil horizon, the lower part stake Hole is located in the lower part horizon d.
In the present embodiment, saved for top positioned at the stake holes segment of topmost in multiple stake holes segments in step 1011 Section, the dado structure 15-6 in the top segment is located at below cylindric ruggedized construction 15-2 and the two is poured and is integrated.
15-6 points of dado structure in the top segment for top dado structure and is located at the top dado structure just The outer diameter of the lower part dado structure of lower section, the top dado structure is from top to bottom gradually reduced and its internal diameter is gradual from top to bottom Increase, the top outer diameter of the top dado structure is identical as the cylindric outer diameter of ruggedized construction 15-2；The lower part retaining wall knot The outer diameter of structure from top to bottom all same and its outer diameter is identical as the bottom outer diameter of top dado structure, the lower part retaining wall knot The outer diameter of structure is identical as the aperture of stake holes 15-1.
Also, neighbouring two dado structure 15-6, which are poured, to be integrated, neighbouring two dado structures The tops underlying dado structure 15-6 stretch in the dado structure 15-6 being located above in 15-6 and built-in length is 50mm~100mm.
All stake holes segments in multiple stake holes segments in addition to the top segment are lower stake holes segment, under described The structure snd size all same of dado structure 15-6 in stake holes segment, in the segment of lower pile hole the outer diameter of dado structure 15-6 by It is from top to bottom gradually reduced up to lower all same and its internal diameter, the outer diameter and stake holes of dado structure 15-6 in the segment of lower pile hole The aperture of 15-1 is identical.
It in the present embodiment, carries out in the follow-up digging process of top stake holes in step 1012, is manually excavated using pneumatic pick, excavated Short drilling depth excavates, and reinforces protection.
Also, multiple stake holes segments in the top stake holes are excavated respectively, the dado structure 15-6, Using C20 monolithic reinforced concrete structures, thickness 15cm, aperture horizontal direction is widened per side by 150mm, to prevent work progress Middle dado structure 15-6 falls off, and the dado structure 15-6 overlaps for toed-in, and the lap of splice is not less than 10cm.
When carrying out filling concrete in the present embodiment, in step 3, the inside upper part of the steel pipe support column 1 is provided with steel Muscle cage 14, the grouting pipe 13 in vertically to laying and it is located at the middle inside of the stake holes, the grouting pipe 13 from 14 middle inside of steel reinforcement cage passes through.
14 top of the steel reinforcement cage stretches in top plate, and steel pipe column top of the present invention passes through steel reinforcement cage 14 and the top Plate, which pours, to be integrated, and realizes rigid connection.
Before carrying out filling concrete in step 2 after the completion of steel pipe column lifting and in step 3, first use hanging device will Steel reinforcement cage 14 lifts in steel pipe support column 1, refers to Fig. 4.
Also, when carrying out filling concrete in step 3, method is left using high-altitude and is irrigated by grouting pipe 13, Refer to Fig. 5.
Wherein, high-altitude leave method be also referred to as it is high throw no vibrated concrete method, i.e., mixture be with very high mobility and Do not isolate, not bleeding, without vibrating or vibrating less realize gravity flow using the kinetic energy that generates when being thrown under eminence in casting process Put down and be full of the concrete of steel pipe column.
In the present embodiment, before from top to bottom being excavated to the stake holes of the erection of steel pipe column in step 1, first to institute The installation position for stating stake holes measures unwrapping wire；
The stake holes is divided into top stake holes and the lower part stake holes below the top stake holes, and the top stake holes is located at In the upper soil horizon, the lower part stake holes is located in the lower part horizon d；
When from top to bottom being excavated to the stake holes in step 1, first use artificial from top to bottom to the top stake holes It is excavated, then from top to bottom the lower part stake holes is excavated using drilling and blasting method.
In the present embodiment, when carrying out binding construction to the steel reinforcement cage 14, made on smooth ground steel ring platform.
The production quality of the steel reinforcement cage 14 has to comply with design and related code requirement, distance of reinforcing bar have to be larger than coagulation 3 times of native coarse aggregate size or more.Hoop of putting more energy into is located on the inside of main reinforcement, and the steel reinforcement cage 14 is cylindric steel reinforcement cage and its internal diameter is answered Bigger 100mm or more than outer diameter at the pipe joint of grouting pipe 13, the outer diameter of the steel reinforcement cage 14 is smaller than the aperture of the stake holes 140mm。
Meanwhile multiple spacer bar rings are from top to bottom set on the outside of the main reinforcement of steel reinforcement cage 14, described in neighbouring two The vertical spacing of spacer bar ring is 2m, and the quantity of spacer bar ring is no less than at 4 and in uniformly distributed.The steel reinforcement cage 14 Hanging ring is arranged in top.
When carrying out filling concrete in the present embodiment, in step 3, the concrete being perfused is self-compacting concrete.
The cementitious material of the self-compacting concrete includes cement and mineral admixture, and cement should meet existing national standards 《Common portland cement》The regulation of GB175；When using other kind cement, performance indicator should meet the rule of respective standard It is fixed.Mineral admixture is flyash, ground granulated blast furnace slag, silicon ash etc., and performance indicator should meet the existing relevant criterion of country Requirement.
The coarse aggregate of the self-compacting concrete is used using continuous grading or 2 and the collocation of the above one-stone grading, most Big nominal particle diameter is not more than 20mm.Flat-elongated particles content, clay content and the clod content of coarse aggregate, should meet the requirement of table 1, Other performances and test method should meet existing professional standard《Regular concrete sand, stone quality and test method standard》 Relevant regulations in JGJ52.
The performance indicator table of 1 coarse aggregate of table
Project Flat-elongated particles content Clay content Clod content
Index ≤ 8% ≤ 1.0% ≤ 0.5%
And light coarse aggregate uses continuous grading, performance indicator that should meet the requirement of table 2, performance and test method should meet Existing national standards《Light-weight aggregate and its test method part 1：Light-weight aggregate》GB/T17431.1 and professional standard《Lightweight aggregate is mixed Solidifying soil technical regulation》Relevant regulations in JGJ51.
Project Density rating Maximum particle diameter Grain shape coefficient Water absorption rate for 24 hours
Index ≥700 ≤16mm ≤2.0 ≤ 10%
Sand during fine aggregate is selected, clay content, the clod content of natural sand should comply with standard code requirement.
The additive of the self-compacting concrete selects high-performance water reducing agent or high efficiency water reducing agent.Additive performance should meet Existing national standards《Concrete admixture》GB8076 and《Technical code for application of admixture in concrete》Related rule in GB50119 It is fixed.
When mixing other additives for improving mix physical performance, it should be verified by fully testing, performance should meet The requirement of existing relevant criterion.
When mixing swelling agent, performance should meet existing national standards《Cement expansive material》Related rule in GB23439 It is fixed
The self-compacting concrete mixing water of the self-compacting concrete, should meet existing professional standard《Concrete water Standard》The relevant regulations of JGJ63.
According to requirement of engineering, when steel fibre, synthetic fibers are added in the self-compacting concrete, performance should meet existing row Industry standard《Fiber concrete application technology regulation》Relevant regulations in JGJ/T221.
Before carrying out filling concrete in step 3, grouting pipe 13 is connect with grouting equipment first, is used in combination water to slip casting 13 inside of conduit carries out conduit.
When practical progress concreting, concrete molding temperature is no more than 35 DEG C；When winter construction, concrete enters mould temperature Degree is not less than 5 DEG C.
When carrying out filling concrete in the present embodiment, in step 3,1m height is often perfused, stops 16 seconds to 18 seconds, waits for certainly Air-free concrete is automatically closely knit, and the air of inside concrete is squeezed away, achievees the effect that concrete self-compaction.
In the present embodiment, the bottom segment is the anchoring section of the steel pipe column.
Also, the steel pipe column is divided into anchoring section and the top pile cutoff above the anchoring section.
When carrying out filling concrete in the present embodiment, in step 3, filling concrete first is carried out to the anchoring section, is referred to Fig. 5 and Fig. 6；After the completion of waiting for the anchoring section inner concrete perfusion, and after the initial set of institute's concrete perfusion in 6h, to the top Pile cutoff carries out filling concrete construction.During filling concrete, filling concrete speed is controlled, and be uniformly perfused.
The above is only presently preferred embodiments of the present invention, is not imposed any restrictions to the present invention, every according to the present invention Technical spirit changes any simple modification, change and equivalent structure made by above example, still falls within skill of the present invention In the protection domain of art scheme.

Claims (10)

1. a kind of upper-soft lower-hard ground Metro station excavation excavation construction process, it is characterised in that：Constructed Metro station excavation The building enclosure of the medial support structures that (16-5) middle inside is provided with, constructed Metro station excavation (16-5) includes by upper To the lower top building enclosure gone along with sb. to guard him to Metro station excavation (16-5), middle part building enclosure and lower part building enclosure, institute Construct subway station residing for construction area stratum be upper-soft lower-hard ground, the upper-soft lower-hard ground include lower part horizon d and Upper soil horizon above the lower part horizon d；The Metro station excavation (16-5) is divided into top foundation pit and positioned at described Lower part foundation pit below the foundation pit of top, the top foundation pit are located in the upper soil horizon；
The top building enclosure includes two upper building enclosures being symmetrically laid at left and right sides of the top foundation pit, it is described on Building enclosure include the more upper cast-in-situ bored piles (16-6) laid from front to back along the side excavation line of the top foundation pit and The upper Guan Liang (16-7) being supported in together on the more upper cast-in-situ bored piles (16-6), the upper Guan Liang (16-7) are mixed for reinforcing bar Solidifying Tu Liang, the upper Guan Liang (16-7) pour with the more upper cast-in-situ bored piles (16-6) and are integrated, adjacent two it is described on It is fastenedly connected by upper reinforced concrete retaining wall between cast-in-situ bored pile (16-6)；The more upper cast-in-situ bored piles The structure snd size all same of (16-6) and its be laid in same level, the bottom end of the upper cast-in-situ bored pile (16-6) Height is less than the bottom level of the top foundation pit；
The lower part foundation pit is divided into foundation pit and the lower foundation pit below the upper foundation pit, and the upper foundation pit is located at the top In soil layer, the lower foundation pit is located in the lower part horizon d；The width of the top foundation pit is more than the width of the upper foundation pit, The width of the upper foundation pit is more than the width of the lower foundation pit；
The middle part building enclosure includes two middle building enclosures being symmetrically laid at left and right sides of the upper foundation pit, is enclosed in described Protection structure includes more lower cast-in-situ bored piles (16-8) laid from front to back along the side excavation line of the upper foundation pit and together The lower Guan Liang (16-9) being supported on the more lower cast-in-situ bored piles (16-8), the lower Guan Liang (16-9) are armored concrete Beam, the lower Guan Liang (16-9) pour with the more lower cast-in-situ bored piles (16-8) and are integrated, the adjacent two lower drilling It is fastenedly connected by lower reinforced concrete retaining wall between bored concrete pile (16-8)；The more lower cast-in-situ bored piles (16-8) Structure snd size all same and its be laid in same level, the bottom end of the lower cast-in-situ bored pile (16-8) height is low In the bottom level of the upper foundation pit；
The lower part building enclosure includes two lower building enclosures being symmetrically laid at left and right sides of the lower foundation pit, is enclosed under described Protection structure includes the lower part anchor cable (16-10) that multiple tracks is laid from front to back along the side excavation line of the lower foundation pit, described in multiple tracks Lower part anchor cable (16-10) is laid on same plane and it is laid in the upper outside of the lower foundation pit, the lower part anchor Rope (16-10) tilts gradually downward from the inside to the outside；
The medial support structures include multiple caissons, and multiple caissons are long along the longitudinal direction of Metro station excavation (16-5) Degree direction is laid from front to back, and multiple caissons are in vertically to laying；The caisson is concrete filled steel tube Stake, a diameter of Φ 550mm~Φ 650mm of the steel tube concrete pile；The steel tube concrete pile includes being located at institute construction ground Steel pipe support column (1) in iron car station, the interior joint being laid in the middle part of steel pipe support column (1) construction and it is laid in steel pipe support column (1) the lower node construction of lower part, the steel pipe support column (1) are in vertically to laying；The agent structure packet of constructed subway station Include bottom plate (4), two side walls being laid in respectively above at left and right sides of bottom plate (4), the top plate and one being located at right over bottom plate (4) A middle plate being laid between the top plate and bottom plate (4), the bottom plate (4), the top plate and the middle plate the left and right sides It is connected as one with the side wall；The top and the bottom of the steel pipe support column (1) are separately fixed at the top plate and bottom plate (4) On, the middle plate-girder (3) in horizontal layout, transverse direction of the middle plate-girder (3) along constructed subway station are provided in the middle plate Width direction is laid, and the bottom plate (4), the middle plate and middle plate-girder (3) are reinforced concrete structure；The interior joint Construction includes round tray (2) of the coaxial package on steel pipe support column (1), and the round tray (2) is in horizontal layout, described Middle plate-girder (3) is supported on round tray (2), and the round tray (2) is located at below middle plate-girder (3), the round tray (2) It is installed on steel pipe support column (1), the steel pipe support column (1) therefrom passes through in plate-girder (3)；Lower node construction include by Up to the upper reinforcing structure (5), middle reinforcing structure (6) and lower reinforcing structure (7) of lower laying, the upper reinforcing structure (5) is under Reinforcing structure (7) is laid in symmetrical, the upper reinforcing structure (5), middle reinforcing structure (6) and lower reinforcing structure (7) pour in In bottom plate (4)；The upper reinforcing structure (5) includes multiple along the circumferential direction uniformly distributed on steel pipe support column (1) lateral wall Upper stiffener, multiple upper stiffeners are laid in same level；The middle reinforcing structure (6) includes multiple along circle The uniformly distributed middle stiffener on steel pipe support column (1) lateral wall of circumferential direction, multiple middle stiffeners are laid in same On horizontal plane；The lower reinforcing structure (7) includes multiple along the circumferential direction uniformly distributed on steel pipe support column (1) lateral wall Lower stiffener, multiple lower stiffeners are laid in same level；
When carrying out excavation construction to Metro station excavation (16-5), include the following steps：
Step A, medial support structures and top building enclosure synchronous construction：The medial support structures and the top are gone along with sb. to guard him Structure is constructed respectively；
Wherein, when constructing to the medial support structures, from front to back to multiple described in the medial support structures Caisson is constructed respectively, the construction method all same of multiple caissons；
When constructing to caisson described in any one, process is as follows：
Step 1: pore digging：From top to bottom the stake holes (15-1) of constructed caisson is excavated, the stake holes (15-1) It is divided into top stake holes and the lower part stake holes below the top stake holes, the top stake holes is located in the upper soil horizon, The lower part stake holes is located in the lower part horizon d；When being excavated to the stake holes (15-1), process is as follows：
Step 101, top pore digging：Using manually from top to bottom being excavated to the top stake holes, include the following steps：
Step 1011, aperture are excavated and locking notch structure construction：The top stake holes aperture section excavated, and excavate at Construction locking notch structure in the aperture section of type；
The locking notch structure includes the cylindric ruggedized construction (15-2) being located in the aperture of stake holes (15-1) and is laid in circle Round ring boss (15-3) in tubular ruggedized construction (15-2), the cylindrical shape ruggedized construction (15-2) and round ring boss (15-3) is reinforced concrete structure and the two is poured and is integrated；The cylindrical shape ruggedized construction (15-2) is in vertically to cloth If the round ring boss (15-3) is laid with cylindric ruggedized construction (15-2) in coaxial, and round ring boss (15-3) is in Horizontal layout and its be located at the surface of cylindric ruggedized construction (15-2)；The internal diameter and cylinder of the round ring boss (15-3) The internal diameter of shape ruggedized construction (15-2) is identical, and the outer diameter of the round ring boss (15-3) is more than cylindric ruggedized construction (15-2) Outer diameter；The caisson stake holes of stake holes (15-1) construction subway station middle inside to be laid in, the stake holes (15- 1) aperture is Φ 2m~Φ 3m and its aperture is identical as the diameter of the caisson, the internal diameter of the round ring boss (15-3) Less than stake holes (15-1) aperture and its outer diameter be more than stake holes (15-1) aperture；The cylindrical shape ruggedized construction (15-2) is stretched out The length on ground is 20cm~50cm, and cylindric steel reinforcement cage, the cylinder are provided in the cylindrical shape ruggedized construction (15-2) Shape steel reinforcement cage include the along the circumferential direction uniformly distributed vertical reinforcement (15-4) and multiple tracks in same level of multiple tracks by up to The ring-shaped stirrup (15-5) of lower laying, ring-shaped stirrup (15-5) described in multiple tracks are in that horizontal direction is laid, vertical reinforcement described in multiple tracks (15-4) is fastenedly connected by ring-shaped stirrup described in multiple tracks (15-5) and is integrated；The top of vertical reinforcement described in per pass (15-4) is equal It stretches in round ring boss (15-3)；
The top stake holes is from top to bottom divided into multiple stake holes segments, and the length of the stake holes segment is 500mm~1000mm, often Dado structure (15-6) is both provided in a stake holes segment, the dado structure (15-6) is concrete structure；Multiple institutes It is top segment to state the stake holes segment in stake holes segment positioned at topmost, and the dado structure (15-6) in the top segment is located at Below cylindric ruggedized construction (15-2) and the two is poured and is integrated；The aperture of the stake holes (15-1) be Φ 2m~Φ 3m and its In vertically to laying；
Step 1012, top stake holes are subsequently excavated：From top to bottom multiple stake holes segments in the top stake holes are distinguished It is excavated；It often excavates and completes a stake holes segment, excavating dado structure of constructing in the molding stake holes segment (15-6)；After the completion of waiting for dado structure (15-6) construction in a stake holes segment, then to next stake holes section Duan Jinhang is excavated；
Step 2: steel pipe support column lifts：The steel pipe support column (1) is from top to bottom lifted into stake holes described in step 1 In (15-1), and the steel pipe support column (1) is made to be located at the middle inside of the stake holes (15-1)；
Step 3: filling concrete：By grouting pipe (13) to steel pipe support column (1) interior concrete perfusion；It waits being perfused mixed After solidifying soil solidification, the caisson that construction is completed is obtained；
Step B, top excavation of foundation pit：From top to bottom the top foundation pit is excavated；
Step C, middle part building enclosure is constructed：It constructs to the middle part building enclosure；
Step D, upper excavation of foundation pit：From top to bottom the upper foundation pit is excavated；
Step E, lower excavation of foundation pit：The lower foundation pit is excavated using Blasting Excavation mode, the lower Excavation Process In, from top to bottom construct to the lower part building enclosure.
2. upper-soft lower-hard ground Metro station excavation excavation construction process described in accordance with the claim 1, it is characterised in that：It is described Upper building enclosure further includes upper cable bolting structure, the upper cable bolting structure include upper anchor cable group and be located at the upper anchor cable The lower anchor cable group of group lower section, the upper anchor cable group includes that multiple tracks is laid from front to back along the side excavation line of the top foundation pit Upper anchor cable (16-11), upper anchor cable (16-11) is laid on same plane described in multiple tracks and it is laid in the top foundation pit Upper outside, the upper anchor cable (16-11) tilts gradually downward from the inside to the outside；The lower anchor cable group includes multiple tracks on described The lower anchor cable (16-12) that the side excavation line of portion's foundation pit is laid from front to back, lower anchor cable (16-12) described in multiple tracks are laid in together In one plane and it is laid in the lower outside of the top foundation pit, and the lower anchor cable (16-12) is from the inside to the outside gradually downward It tilts；
The middle building enclosure further includes stream line supporting construction, and the stream line supporting construction includes multiple tracks along the upper foundation pit The stream line (16-13) laid from front to back of side excavation line, stream line (16-13) described in multiple tracks is laid in same plane Above and it is laid in the upper outside of the upper foundation pit, and the stream line (16-13) tilts gradually downward from the inside to the outside；
When constructing to the middle part building enclosure in step A, to the upper cast-in-situ bored pile (16- in the upper building enclosure 6) it constructs with upper Guan Liang (16-7)；
It is carried out in the Excavation Process of top in step B, from top to bottom to the upper reinforced concrete in the upper building enclosure Native retaining wall and the upper cable bolting structure are constructed respectively；
In step C carry out middle part building enclosure construction when, in the middle part building enclosure lower cast-in-situ bored pile (16-8) and Lower Guan Liang (16-9) is constructed；
It is carried out in Excavation Process in step D, from top to bottom the lower armored concrete in the middle part building enclosure Retaining wall and the stream line supporting construction are constructed respectively.
3. according to upper-soft lower-hard ground Metro station excavation excavation construction process as claimed in claim 1 or 2, it is characterised in that： Steel pipe support column (1) bottom stretches in the bottom horizon d (8) below bottom plate (4), steel pipe support column (1) bottom The bottom segment in bottom horizon d (8) is stretched to, the length of the bottom segment is 2.5m~3.5m；
The bottom stake holes section (10) being inserted into for the bottom segment is provided in the bottom horizon d (8), the bottom segment Multiple injected holes (11) are provided on side wall, for made of concreting between the bottom segment and bottom horizon d (8) Stake holes inner concrete structure (12), multiple rows of shear bar (9) pour in stake holes inner concrete structure (12)；Stake holes (the 15- 1) it is bottom stake holes section (10) to be located at the segment below bottom plate (4) in；
It when carrying out filling concrete in step 3, is irrigated from the bottom to top, the concrete warp being poured into the bottom segment Multiple injected holes (11) enter bottom stake holes section (10), and obtain construction and complete stake holes inner concrete structure (12).
4. according to upper-soft lower-hard ground Metro station excavation excavation construction process as claimed in claim 1 or 2, it is characterised in that： When carrying out filling concrete in step 3, the concrete being perfused is self-compacting concrete.
5. according to upper-soft lower-hard ground Metro station excavation excavation construction process as claimed in claim 1 or 2, it is characterised in that： The inside upper part of the steel pipe support column (1) is provided with steel reinforcement cage (14), the grouting pipe (13) in vertically to lay and its Positioned at the middle inside of the stake holes (15-1), the grouting pipe (13) passes through from steel reinforcement cage (14) middle inside；
When carrying out filling concrete in step 3, method is left using high-altitude and is irrigated by grouting pipe (13).
6. according to upper-soft lower-hard ground Metro station excavation excavation construction process as claimed in claim 1 or 2, it is characterised in that： The total height of cylindric ruggedized construction (15-2) and round ring boss (15-3) described in step 1011 is 800mm~1200mm；
The wall thickness of the cylindrical shape ruggedized construction (15-2) is 80mm~120mm, the width d1 of the round ring boss (15-3) =180mm~220mm and its height h1=80mm~120mm.
7. according to upper-soft lower-hard ground Metro station excavation excavation construction process as claimed in claim 1 or 2, it is characterised in that： The stake holes segment for being located at topmost in step 1011 in multiple stake holes segments is top segment, the shield in the top segment Wall construction (15-6) is located at below cylindric ruggedized construction (15-2) and the two is poured and is integrated；
Under dado structure (15-6) in the top segment is divided into top dado structure and is located at the top dado structure just The lower part dado structure of side, the outer diameter of the top dado structure is from top to bottom gradually reduced and its internal diameter from top to bottom gradually increases Greatly, the top outer diameter of the top dado structure is identical as the cylindric outer diameter of ruggedized construction (15-2)；The lower part retaining wall knot The outer diameter of structure from top to bottom all same and its outer diameter is identical as the bottom outer diameter of top dado structure, the lower part retaining wall knot The outer diameter of structure is identical as the aperture of stake holes (15-1).
8. according to upper-soft lower-hard ground Metro station excavation excavation construction process as claimed in claim 1 or 2, it is characterised in that： Neighbouring two dado structures (15-6), which pour, to be integrated, and is located in neighbouring two dado structures (15-6) Top dado structure (15-6) of lower section stretch in the dado structure (15-6) that is located above and built-in length be 50mm~ 100mm；
All stake holes segments in multiple stake holes segments in addition to the top segment are lower stake holes segment, lower pile hole The structure snd size all same of dado structure (15-6) in segment, in the segment of lower pile hole the outer diameter of dado structure (15-6) by It is from top to bottom gradually reduced up to lower all same and its internal diameter, the outer diameter of dado structure (15-6) and stake in the segment of lower pile hole The aperture in hole (15-1) is identical.
9. according to upper-soft lower-hard ground Metro station excavation excavation construction process as claimed in claim 1 or 2, it is characterised in that： Multiple rows of shear bar (9) is from top to bottom provided in the bottom segment, it includes multiple tracks circumferentially side often to arrange the shear bar (9) To the uniformly distributed shear bar (9) on steel pipe support column (1) lateral wall, shear bar (9) is laid in same water described in multiple tracks In plane.
10. according to upper-soft lower-hard ground Metro station excavation excavation construction process as claimed in claim 1 or 2, it is characterised in that： The round tray (2) includes lower circular ring shape plate (2-1), the upper circular ring shape plate (2-2) right over lower circular ring shape plate (2-1) And multiple support elements (2-3) being supported between lower circular ring shape plate (2-1) and upper circular ring shape plate (2-2), multiple support elements (2-3) is along the circumferential direction uniformly distributed, and the lower circular ring shape plate (2-1) and upper circular ring shape plate (2-2) are in horizontal layout.
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