CN106088100A - Pattern foundation pit supporting structure and precipitation dangerous matter sources identification with experience district and construction method - Google Patents

Pattern foundation pit supporting structure and precipitation dangerous matter sources identification with experience district and construction method Download PDF

Info

Publication number
CN106088100A
CN106088100A CN201610418618.9A CN201610418618A CN106088100A CN 106088100 A CN106088100 A CN 106088100A CN 201610418618 A CN201610418618 A CN 201610418618A CN 106088100 A CN106088100 A CN 106088100A
Authority
CN
China
Prior art keywords
precipitation
matter sources
dangerous matter
foundation pit
supporting structure
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN201610418618.9A
Other languages
Chinese (zh)
Inventor
宋功业
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Jiangsu Institute of Architectural Technology
Jiangsu Jianzhu Institute
Original Assignee
Jiangsu Institute of Architectural Technology
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Jiangsu Institute of Architectural Technology filed Critical Jiangsu Institute of Architectural Technology
Priority to CN201610418618.9A priority Critical patent/CN106088100A/en
Publication of CN106088100A publication Critical patent/CN106088100A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00Excavations; Bordering of excavations; Making embankments
    • E02D17/02Foundation pits
    • E02D17/04Bordering surfacing or stiffening the sides of foundation pits
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D19/00Keeping dry foundation sites or other areas in the ground
    • E02D19/06Restraining of underground water
    • E02D19/10Restraining of underground water by lowering level of ground water
    • GPHYSICS
    • G09EDUCATION; CRYPTOGRAPHY; DISPLAY; ADVERTISING; SEALS
    • G09BEDUCATIONAL OR DEMONSTRATION APPLIANCES; APPLIANCES FOR TEACHING, OR COMMUNICATING WITH, THE BLIND, DEAF OR MUTE; MODELS; PLANETARIA; GLOBES; MAPS; DIAGRAMS
    • G09B25/00Models for purposes not provided for in G09B23/00, e.g. full-sized devices for demonstration purposes
    • G09B25/04Models for purposes not provided for in G09B23/00, e.g. full-sized devices for demonstration purposes of buildings

Landscapes

  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Hydrology & Water Resources (AREA)
  • Environmental & Geological Engineering (AREA)
  • Educational Administration (AREA)
  • Physics & Mathematics (AREA)
  • Business, Economics & Management (AREA)
  • Educational Technology (AREA)
  • Theoretical Computer Science (AREA)
  • General Physics & Mathematics (AREA)
  • Working Measures On Existing Buildindgs (AREA)

Abstract

Pattern foundation pit supporting structure and precipitation dangerous matter sources identification are to design for the Experiencing teaching of architecture university and rural migrant worker's training of construction enterprises with experiencing district, belong to vocational education facility field;Pattern foundation pit supporting structure and precipitation dangerous matter sources identification are made up of with showing with outdoor dangerous matter sources identification indoor dangerous matter sources identification with experiencing district;In the side of outdoor dangerous matter sources identification with the periphery of displaying, there is not annexation in indoor dangerous matter sources identification;Outdoor dangerous matter sources identification and displaying are by soil-nail wall support, pile-anchor retaining;Breast boards supporting, steel sheet pile supporting, Application of light well point precipitation, ejector well point precipitation, pipe well points precipitation, foundation ditch lower channel and foundation ditch guard rail composition;The invention has the beneficial effects as follows and make university students or rural migrant worker by safety devices Experiencing teaching, pattern foundation pit supporting structure and dewatering construction are had direct feeling.

Description

Pattern foundation pit supporting structure and precipitation dangerous matter sources identification with experience district and construction method
Technical field
The present invention is pattern foundation pit supporting structure and precipitation dangerous matter sources identification and experience district, for architecture university Experiencing teaching and The rural migrant worker of construction enterprises trains and designs, and belongs to vocational education facility field.
Background technology
Teaching in University in China's architectural engineering adopts always and lectures is main teaching method, in recent years China Higher with in Although haveing breakthrough in teaching Deng vocational education, have employed the Informalized teaching means such as multimedia, being provided with some Teaching Circumstances, But break away from the teaching model to lecture the most at all;For making education can catch up with the paces of China's economic development, country's decision-making Transforming a collection of application technology university, the teacher of these universities, facility are all arranged according to elite formula training mode, want to press close to Construction teaching, difficulty is the biggest;On the other hand, the issuing and implementation planned along with the industry 2025 of China, country strengthens in recent years Training request to rural migrant worker, and the inspection examination to enterprise in charge of construction puts more effort, but enterprise in charge of construction is difficult to The tissue training to rural migrant worker, the current facility of application technology university, School of High Profession Technology, middle vocational school can not meet is engaged in building Rural migrant worker's training request of industry;The present invention provide pattern foundation pit supporting structure and precipitation dangerous matter sources identification with experience district, can solve building Pattern foundation pit supporting structure and dewatering construction training education problem in engineering.
Summary of the invention
The specific practice of this programme is: uses pattern foundation pit supporting structure as shown in Figure 1 and precipitation dangerous matter sources identification and experiences district, base Cheat supporting and precipitation dangerous matter sources identification and experience what district was made up of indoor dangerous matter sources identification 1 and outdoor dangerous matter sources identification and displaying 2; In the side of outdoor dangerous matter sources identification with the periphery showing 2, there is not annexation in indoor dangerous matter sources identification 1;Outdoor dangerous matter sources Identify and show 2 by soil-nail wall support 21, pile-anchor retaining 22;Breast boards supporting 23, steel sheet pile supporting 24, Application of light well point precipitation 25, ejector well point precipitation 26, pipe well points precipitation 27, foundation ditch lower channel 28 and foundation ditch guard rail 29 composition;Soil nail wall Supporting 21, pile-anchor retaining 22;Breast boards supporting 23, steel sheet pile supporting 24 are separately positioned on four walls of foundation ditch;Application of light well point precipitation 25, outside the supporting of the foundation pit walls that ejector well point precipitation 26, pipe well points precipitation 27 are separately positioned on foundation ditch three;On foundation ditch Lower channel 28 is arranged on the two ends of foundation ditch;Foundation ditch guard rail 29 is arranged on the surrounding of foundation pit walls top periphery.
Indoor dangerous matter sources identification 1 includes showroom, layout piece and photographic head;Showroom is simple building, and preferential recommendation is adopted Making of movable plank house, layout piece and live pick up head are arranged in showroom;Layout piece includes pattern foundation pit supporting structure and dewatering construction In the making part of various dangerous phenomenons that easily occurs, including foundation pit collapse, foundation ditch displacement, foundation ditch by-pass road and relevant structures Ftracture or collapse, dewatering construction causes Adjacent Buildings cracking or collapses;There is drift sand phenomenon in foundation ditch, the phenomenon of pit accident is sent out Raw;Base pit stand construction illustrates, including using various precipitation method and the explanation of various method for protecting support alternative condition;Foundation ditch The standard criterion of supporting, it is a technique;Photographic head includes live pick up head and outdoor pick-up head, and indoor and outdoor photographic head monitors respectively Indoor exhibition space and outdoor dangerous matter sources identification and the space of displaying.
Soil-nail wall support 21 is vertically set on a sidewall of pattern foundation pit supporting structure;The content that soil-nail wall support 21 is shown includes portion Point expose concrete curtain wall, reinforced mesh and hang the bar dowel hammered in soil of reinforced mesh, soil nailing hole, soil nailing reinforcing bar and Complete soil nailing.
Pile-anchor retaining 22 is vertically set on a sidewall of pattern foundation pit supporting structure;The content that pile-anchor retaining 22 is shown includes supporting Stake, bolthole, anchor pole reinforcing bar and the complete anchor pole being not finished.
Breast boards supporting 23 is vertically set on a sidewall of pattern foundation pit supporting structure;The content that breast boards supporting 23 is shown includes gear Soil plate, vertical supporting, cross-brace, diagonal brace.
Steel sheet pile supporting 24 is vertically set on a sidewall of pattern foundation pit supporting structure;The content that steel sheet pile supporting 24 is shown includes standing Post, horizontal stupefied, steel sheet pile.
Application of light well point precipitation 25, ejector well point precipitation 26, pipe well points precipitation 27 are respectively perpendicular and are arranged on pattern foundation pit supporting structure One sidewall outer;Application of light well point precipitation 25 show content include well-point pipe, bent union, the house steward that draws water, water pump, motor, water tank, Jet pump and connection pipeline, valve;
The content that ejector well point precipitation 26 is shown includes well-point pipe, water inlet manifold, return main, water pump, connecting tube;
The content that pipe well points precipitation 27 is shown includes well-point pipe, immersible pump, outlet pipe.
Foundation ditch lower channel 28 is vertically set near the hole wall at foundation ditch two ends;The content bag that foundation ditch lower channel 28 is shown Include steel ladder, steel ladder handrail, the protection of steel ladder surrounding, steel ladder inlet/outlet, steel ladder top protection.
Foundation ditch guard rail 29 is provided in the safety device of foundation pit walls top ground surrounding;Foundation ditch guard rail 29 The content shown includes railing, skirting board, safety net, warning sign, warning lamp;The bottom that skirting board is vertically set on railing is close The position on ground;Safety net is vertically set on the railing side towards foundation ditch, and in addition to the gateway of foundation ditch lower channel, total length is complete High setting, with railing compact siro spinning technology;Warning sign foundation ditch dorsad, is hung vertically in outside railing;Warning lamp is suspended on the top of railing Portion, is connected with switch by electric wire, and by on-off control.
Pattern foundation pit supporting structure and precipitation dangerous matter sources identification with the sequence of construction experiencing district is, the outdoor dangerous matter sources identification of first construction and exhibition Show 2, the more indoor dangerous matter sources identification 1 of construction;
Outdoor dangerous matter sources identification is with the construction method showing 2: after excavation of foundation pit position, excavation scope determine, first carry out stake The support pile construction of anchor supporting 22, carries out steel sheet pile supporting 24 subsequently and constructs;After the concrete of pile-anchor retaining 22 reaches intensity, enter Row dewatering construction, carry out the most respectively pipe well points precipitation 27 construct, ejector well point precipitation 26, last at earth excavation first 3 days Carry out Application of light well point precipitation 25 to construct, carry out well-points dewatering;Then carry out earth excavation, during earth excavation, carry out soil respectively Nail wall supporting 21 construction is constructed with breast boards supporting 23, the anchor bolt construction of pile-anchor retaining 22;When the earth excavation degree of depth is more than 2 meters, Carry out foundation ditch guard rail 29 to install;When earth excavation arrives bottom foundation ditch, carry out foundation ditch lower channel 28 and install;If pipe well During the water outlet difficulty of well-points dewatering 27, stop pipe well points precipitation 27 precipitation;If ejector well point precipitation 26 drops with light well point During water 25 water outlet also difficulty, stop precipitation, otherwise continuing precipitation respectively;
The construction method of the indoor dangerous matter sources identification 1 of construction: after the place of indoor dangerous matter sources identification 1 determines, terrace of first constructing, treat After terrace concrete reaches intensity, the house of showroom is installed, arranges layout piece, photographic head in installation room, take the photograph outside installation room As head;Fructus Melo equipment is adjusted.
The invention has the beneficial effects as follows make university students or rural migrant worker by safety devices Experiencing teaching, to pattern foundation pit supporting structure with Dewatering construction has direct feeling.
Accompanying drawing explanation
Fig. 1 pattern foundation pit supporting structure and precipitation dangerous matter sources identification with experience district's schematic diagram;
Fig. 2 pattern foundation pit supporting structure and precipitation dangerous matter sources identification and the 1-1 profile experiencing district;
Fig. 3 pattern foundation pit supporting structure and precipitation dangerous matter sources identification and the 2-2 profile experiencing district;
In figure: the dangerous matter sources identification of 1-indoor;The dangerous matter sources identification of 2-outdoor and displaying;21-soil-nail wall support;22-pile-anchor retaining; 23-breast boards supporting;24-steel sheet pile supporting;25-Application of light well point precipitation;26-ejector well point precipitation;27-pipe well points precipitation; 28-foundation ditch lower channel;29-foundation ditch guard rail.
Detailed description of the invention
Embodiment
Certain university students's designed, designed uses pattern foundation pit supporting structure as shown in Figure 1 and precipitation dangerous matter sources identification and experiences district, base Cheat supporting and precipitation dangerous matter sources identification and experience what district was made up of indoor dangerous matter sources identification 1 and outdoor dangerous matter sources identification and displaying 2; In the side of outdoor dangerous matter sources identification with the periphery showing 2, there is not annexation in indoor dangerous matter sources identification 1;Outdoor dangerous matter sources Identify and show 2 by soil-nail wall support 21, pile-anchor retaining 22;Breast boards supporting 23, steel sheet pile supporting 24, Application of light well point precipitation 25, ejector well point precipitation 26, pipe well points precipitation 27, foundation ditch lower channel 28 and foundation ditch guard rail 29 composition;Soil nail wall Supporting 21, pile-anchor retaining 22;Breast boards supporting 23, steel sheet pile supporting 24 are separately positioned on four walls of foundation ditch;Application of light well point precipitation 25, outside the supporting of the foundation pit walls that ejector well point precipitation 26, pipe well points precipitation 27 are separately positioned on foundation ditch three;On foundation ditch Lower channel 28 is arranged on the two ends of foundation ditch;Foundation ditch guard rail 29 is arranged on the surrounding of foundation pit walls top periphery.
Indoor dangerous matter sources identification 1 includes showroom, layout piece and photographic head;Showroom is simple building, and preferential recommendation is adopted Making of movable plank house, layout piece and live pick up head are arranged in showroom;Layout piece includes pattern foundation pit supporting structure and dewatering construction In the making part of various dangerous phenomenons that easily occurs, including foundation pit collapse, foundation ditch displacement, foundation ditch by-pass road and relevant structures Ftracture or collapse, dewatering construction causes Adjacent Buildings cracking or collapses;There is drift sand phenomenon in foundation ditch, the phenomenon of pit accident is sent out Raw;Base pit stand construction illustrates, including using various precipitation method and the explanation of various method for protecting support alternative condition;Foundation ditch The standard criterion of supporting, it is a technique;Photographic head includes live pick up head and outdoor pick-up head, and indoor and outdoor photographic head monitors respectively Indoor exhibition space and outdoor dangerous matter sources identification and the space of displaying.
Soil-nail wall support 21 is vertically set on a sidewall of pattern foundation pit supporting structure;The content that soil-nail wall support 21 is shown includes portion Point expose concrete curtain wall, reinforced mesh and hang the bar dowel hammered in soil of reinforced mesh, soil nailing hole, soil nailing reinforcing bar and Complete soil nailing.
Pile-anchor retaining 22 is vertically set on a sidewall of pattern foundation pit supporting structure;The content that pile-anchor retaining 22 is shown includes supporting Stake, bolthole, anchor pole reinforcing bar and the complete anchor pole being not finished.
Breast boards supporting 23 is vertically set on a sidewall of pattern foundation pit supporting structure;The content that breast boards supporting 23 is shown includes gear Soil plate, vertical supporting, cross-brace, diagonal brace.
Steel sheet pile supporting 24 is vertically set on a sidewall of pattern foundation pit supporting structure;The content that steel sheet pile supporting 24 is shown includes standing Post, horizontal stupefied, steel sheet pile.
Application of light well point precipitation 25, ejector well point precipitation 26, pipe well points precipitation 27 are respectively perpendicular and are arranged on pattern foundation pit supporting structure One sidewall outer;Application of light well point precipitation 25 show content include well-point pipe, bent union, the house steward that draws water, water pump, motor, water tank, Jet pump and connection pipeline, valve;
The content that ejector well point precipitation 26 is shown includes well-point pipe, water inlet manifold, return main, water pump, connecting tube;
The content that pipe well points precipitation 27 is shown includes well-point pipe, immersible pump, outlet pipe.
Foundation ditch lower channel 28 is vertically set near the hole wall at foundation ditch two ends;The content bag that foundation ditch lower channel 28 is shown Include steel ladder, steel ladder handrail, the protection of steel ladder surrounding, steel ladder inlet/outlet, steel ladder top protection.
Foundation ditch guard rail 29 is provided in the safety device of foundation pit walls top ground surrounding;Foundation ditch guard rail 29 The content shown includes railing, skirting board, safety net, warning sign, warning lamp;The bottom that skirting board is vertically set on railing is close The position on ground;Safety net is vertically set on the railing side towards foundation ditch, and in addition to the gateway of foundation ditch lower channel, total length is complete High setting, with railing compact siro spinning technology;Warning sign foundation ditch dorsad, is hung vertically in outside railing;Warning lamp is suspended on the top of railing Portion, is connected with switch by electric wire, and by on-off control.
Pattern foundation pit supporting structure and precipitation dangerous matter sources identification with the sequence of construction experiencing district is, the outdoor dangerous matter sources identification of first construction and exhibition Show 2, the more indoor dangerous matter sources identification 1 of construction.
Outdoor dangerous matter sources identification is with the construction method showing 2: after excavation of foundation pit position, excavation scope determine, first enter The support pile construction of row pile-anchor retaining 22, carries out steel sheet pile supporting 24 subsequently and constructs;The concrete of pile-anchor retaining 22 reaches intensity After, carry out dewatering construction, carry out the most respectively pipe well points precipitation 27 construct, ejector well point precipitation 26, last at earth excavation Within first 3 days, carry out Application of light well point precipitation 25 to construct, carry out well-points dewatering;Then carry out earth excavation, during earth excavation respectively Carry out soil-nail wall support 21 construction and breast boards supporting 23 is constructed, the anchor bolt construction of pile-anchor retaining 22;The earth excavation degree of depth is more than 2 Meter Shi, carries out foundation ditch guard rail 29 and installs;When earth excavation arrives bottom foundation ditch, carry out foundation ditch lower channel 28 and install;As During the water outlet difficulty of really pipe well points precipitation 27, stop pipe well points precipitation 27 precipitation;If ejector well point precipitation 26 is with light-duty During well-points dewatering 25 water outlet also difficulty, stop precipitation, otherwise continuing precipitation respectively.
The construction method of the indoor dangerous matter sources identification 1 of construction: after the place of indoor dangerous matter sources identification 1 determines, first construction ground Level ground, after terrace concrete reaches intensity, installs the house of showroom, arranges layout piece, photographic head in installation room, is installing Outdoor pick-up head;Fructus Melo equipment is adjusted.

Claims (10)

1. pattern foundation pit supporting structure and precipitation dangerous matter sources identification with experience district, it is characterized in that, dangerous with outdoor by indoor dangerous matter sources identification (1) Identifing source forms with displaying (2);Indoor dangerous matter sources identification (1) in outdoor dangerous matter sources identification and the peripheral side showing (2), There is not annexation;Outdoor dangerous matter sources identification and displaying (2) are by soil-nail wall support (21), pile-anchor retaining (22);Breast boards props up Protect (23), steel sheet pile supporting (24), Application of light well point precipitation (25), ejector well point precipitation (26), pipe well points precipitation (27), foundation ditch Lower channel (28) and foundation ditch guard rail (29) form;Soil-nail wall support (21), pile-anchor retaining (22);Breast boards supporting (23), steel sheet pile supporting (24) is separately positioned on four walls of foundation ditch;Application of light well point precipitation (25), ejector well point precipitation (26), pipe Outside the supporting of the foundation pit walls that well well-points dewatering (27) is separately positioned on foundation ditch three;Foundation ditch lower channel (28) is arranged on base The two ends in hole;Foundation ditch guard rail (29) is arranged on the surrounding of foundation pit walls top periphery.
Pattern foundation pit supporting structure the most according to claim 1 and precipitation dangerous matter sources identification with experience district, it is characterized in that, indoor dangerous matter sources Identify that (1) includes showroom, layout piece and photographic head;Showroom is simple building;Layout piece includes that pattern foundation pit supporting structure is executed with precipitation The making part of the various dangerous phenomenon easily occurred in work, base pit stand construction illustrates, pattern foundation pit supporting structure standard, dewatering construction The explanation of the selection of method;Photographic head includes live pick up head and outdoor pick-up head, exhibition in indoor and outdoor photographic head Control Room respectively Show the space in space and outdoor dangerous matter sources identification with displaying.
Pattern foundation pit supporting structure the most according to claim 1 and precipitation dangerous matter sources identification with experience district, it is characterized in that, outdoor dangerous matter sources The soil-nail wall support (21) identified and show (2) is vertically set on a sidewall of pattern foundation pit supporting structure;Soil-nail wall support (21) is shown Content include concrete curtain wall, reinforced mesh that part exposes and hang the bar dowel hammering in soil of reinforced mesh, soil nailing Hole, soil nailing reinforcing bar and complete soil nailing.
Pattern foundation pit supporting structure the most according to claim 1 and precipitation dangerous matter sources identification with experience district, it is characterized in that, outdoor dangerous matter sources The pile-anchor retaining (22) identified and show (2) is vertically set on a sidewall of pattern foundation pit supporting structure;It is interior that pile-anchor retaining (22) is shown Hold bolthole, anchor pole reinforcing bar and the complete anchor pole including support pile, being not finished.
Pattern foundation pit supporting structure the most according to claim 1 and precipitation dangerous matter sources identification with experience district, it is characterized in that, outdoor dangerous matter sources The breast boards supporting (23) identified and show (2) is vertically set on a sidewall of pattern foundation pit supporting structure;Breast boards supporting (23) is shown Content include breast boards, vertical supporting, cross-brace, diagonal brace.
Pattern foundation pit supporting structure the most according to claim 1 and precipitation dangerous matter sources identification with experience district, it is characterized in that, outdoor dangerous matter sources The steel sheet pile supporting (24) identified and show (2) is vertically set on a sidewall of pattern foundation pit supporting structure;Steel sheet pile supporting (24) is shown Content include column, horizontal stupefied, steel sheet pile.
Pattern foundation pit supporting structure the most according to claim 1 and precipitation dangerous matter sources identification with experience district, it is characterized in that, outdoor dangerous matter sources Identify and show that the Application of light well point precipitation (25) of (2), ejector well point precipitation (26), pipe well points precipitation (27) are respectively perpendicular setting A sidewall outer at pattern foundation pit supporting structure;The content that Application of light well point precipitation (25) is shown include well-point pipe, bent union, the house steward that draws water, Water pump, motor, water tank, jet pump and connection pipeline, valve;The content that ejector well point precipitation (26) is shown includes well-point pipe, enters Supply mains, return main, water pump, connecting tube;The content that pipe well points precipitation (27) is shown includes well-point pipe, immersible pump, water outlet Pipe.
Pattern foundation pit supporting structure the most according to claim 1 and precipitation dangerous matter sources identification with experience district, it is characterized in that, outdoor dangerous matter sources Identify and show that the foundation ditch lower channel (28) of (2) is vertically set near the hole wall at foundation ditch two ends;Foundation ditch lower channel (28) The content shown includes the protection of steel ladder, steel ladder handrail, steel ladder surrounding, steel ladder inlet/outlet, steel ladder top protection.
Pattern foundation pit supporting structure the most according to claim 1 and precipitation dangerous matter sources identification with experience district, it is characterized in that, outdoor dangerous matter sources The foundation ditch guard rail (29) identified and show (2) is provided in the safety device of foundation pit walls top ground surrounding;Foundation ditch The content that guard rail (29) is shown includes railing, skirting board, safety net, warning sign, warning lamp;Skirting board is vertically set on hurdle The subaerial position, bottom of bar;Safety net is vertically set on the railing side towards foundation ditch, except going out of foundation ditch lower channel Outside entrance, total length overall height is arranged, with railing compact siro spinning technology;Warning sign foundation ditch dorsad, is hung vertically in outside railing;Warning lamp hangs Hang over the top of railing, be connected with switch by electric wire, and by on-off control.
10. pattern foundation pit supporting structure and precipitation dangerous matter sources identification with experience the construction method in district, it is characterized in that, the outdoor dangerous matter sources of first construction is known Not with displaying (2), the more indoor dangerous matter sources identification (1) of construction;
Outdoor dangerous matter sources identification is with the construction method showing (2): after excavation of foundation pit position, excavation scope determine, first carry out The support pile construction of pile-anchor retaining (22), carries out steel sheet pile supporting (24) construction subsequently;The concrete of pile-anchor retaining (22) reaches After intensity, carry out dewatering construction, carry out pipe well points precipitation (27) construction, ejector well point precipitation (26) the most respectively, finally exist Earth excavation carries out Application of light well point precipitation (25) construction for first 3 days, carries out well-points dewatering;Then earth excavation, earth excavation are carried out During carry out respectively soil-nail wall support (21) construction and breast boards supporting (23) construction, the anchor bolt construction of pile-anchor retaining (22); When the earth excavation degree of depth is more than 2 meters, carries out foundation ditch guard rail (29) and install;When earth excavation arrives bottom foundation ditch, carry out base Hole lower channel (28) is installed;If during the water outlet difficulty of pipe well points precipitation (27), stop pipe well points precipitation (27) precipitation; If during ejector well point precipitation (26) and Application of light well point precipitation (25) water outlet also difficulty, stopping precipitation, otherwise continuing precipitation respectively;
The construction method of the indoor dangerous matter sources identification (1) of construction: after the place of indoor dangerous matter sources identification (1) determines, first construction ground Level ground, after terrace concrete reaches intensity, installs the house of showroom, arranges layout piece, photographic head in installation room, is installing Outdoor pick-up head;Fructus Melo equipment is adjusted.
CN201610418618.9A 2016-06-13 2016-06-13 Pattern foundation pit supporting structure and precipitation dangerous matter sources identification with experience district and construction method Pending CN106088100A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610418618.9A CN106088100A (en) 2016-06-13 2016-06-13 Pattern foundation pit supporting structure and precipitation dangerous matter sources identification with experience district and construction method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201610418618.9A CN106088100A (en) 2016-06-13 2016-06-13 Pattern foundation pit supporting structure and precipitation dangerous matter sources identification with experience district and construction method

Publications (1)

Publication Number Publication Date
CN106088100A true CN106088100A (en) 2016-11-09

Family

ID=57846805

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201610418618.9A Pending CN106088100A (en) 2016-06-13 2016-06-13 Pattern foundation pit supporting structure and precipitation dangerous matter sources identification with experience district and construction method

Country Status (1)

Country Link
CN (1) CN106088100A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111733824A (en) * 2020-06-04 2020-10-02 中国化学工程第六建设有限公司 Deep foundation pit supporting structure

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100862388B1 (en) * 2008-02-20 2008-10-13 (주)영우산업 An apparatus for having experience about a collapse of soil plate
CN104240578A (en) * 2014-06-19 2014-12-24 北京工业大学 Teaching model for simulating light well point precipitation construction

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100862388B1 (en) * 2008-02-20 2008-10-13 (주)영우산업 An apparatus for having experience about a collapse of soil plate
CN104240578A (en) * 2014-06-19 2014-12-24 北京工业大学 Teaching model for simulating light well point precipitation construction

Non-Patent Citations (4)

* Cited by examiner, † Cited by third party
Title
卿三惠等: "《工程项目施工组织设计范例》", 31 October 2014, 中国铁道出版社 *
周岚等: "《集约型发展——江苏城乡规划建设的新选择》", 31 March 2010, 中国建筑工业出版社 *
钟春玲等: "《土木工程施工》", 31 March 2013, 中国质检出版社,中国标准出版社 *
陈修柱: "《建设工程监理实务范例》", 30 June 2012, 江苏大学出版社 *

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111733824A (en) * 2020-06-04 2020-10-02 中国化学工程第六建设有限公司 Deep foundation pit supporting structure

Similar Documents

Publication Publication Date Title
CN207160629U (en) A kind of spliced workmen's running gear
CN104005598A (en) Reusable multi-purpose protective support
CN106088100A (en) Pattern foundation pit supporting structure and precipitation dangerous matter sources identification with experience district and construction method
CN202451040U (en) Perpendicular high-altitude crawling ladder
JP3921549B1 (en) Seismic foundation reconstruction method for existing unqualified houses
CN106894583A (en) A kind of discharge structure and its construction method for ancient building shelter bridge
CN107227839B (en) Integrated support construction safety platform and installation method
CN206635780U (en) A kind of soil nailed wall retaining structure
CN205976725U (en) A face limit safety barrier for standardizing construction
CN204326565U (en) Face frontier defense guardrail
CN114439212A (en) Scaffold erecting method suitable for high-speed slope support engineering
CN204304374U (en) For laying the cable passage of transformer station's outlet high-tension cable
CN107119694B (en) The method of construction of the deep basal pit auxiliary support apparatus of anti-pipe network deformation under urban environment
CN106128283A (en) Underground piping vestibule tectonic model and manufacture method
CN205875795U (en) Portable combination formula bathroom
CN204876524U (en) Band steel scaffold drawknot dot structure
CN114005643B (en) Interim supporting platform of transformer
CN209369403U (en) Deep basal pit assembles stair with lattice
CN216641681U (en) Safety device is used in building engineering building
CN210563311U (en) Building support frame for high-rise building
CN219471712U (en) Large advertisement cloth fence for construction during operation
CN214360119U (en) Expansion bracket for constructional engineering
CN216655712U (en) Dustproof canopy support
CN210129353U (en) Concrete structure construction hoisting practical training platform
CN106205352A (en) Construction safety channel pattern and manufacture method

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
RJ01 Rejection of invention patent application after publication
RJ01 Rejection of invention patent application after publication

Application publication date: 20161109