CN110080246A - A kind of construction method of subway station occlusion fender post - Google Patents

A kind of construction method of subway station occlusion fender post Download PDF

Info

Publication number
CN110080246A
CN110080246A CN201910403388.2A CN201910403388A CN110080246A CN 110080246 A CN110080246 A CN 110080246A CN 201910403388 A CN201910403388 A CN 201910403388A CN 110080246 A CN110080246 A CN 110080246A
Authority
CN
China
Prior art keywords
ontology
noumenon
occlusion
fender post
connection ring
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.)
Granted
Application number
CN201910403388.2A
Other languages
Chinese (zh)
Other versions
CN110080246B (en
Inventor
王欢
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.)
Guangzhou Sui Shi Civil Polytron Technologies Inc
Original Assignee
Guangzhou Sui Shi Civil Polytron Technologies Inc
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 Guangzhou Sui Shi Civil Polytron Technologies Inc filed Critical Guangzhou Sui Shi Civil Polytron Technologies Inc
Priority to CN201910403388.2A priority Critical patent/CN110080246B/en
Publication of CN110080246A publication Critical patent/CN110080246A/en
Application granted granted Critical
Publication of CN110080246B publication Critical patent/CN110080246B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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

Landscapes

  • 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)
  • Suspension Of Electric Lines Or Cables (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

The invention discloses a kind of construction methods of subway station occlusion fender post, are related to the construction method of fender post, the main points of its technical scheme are that: include the following steps, step 1: scribing line;Step 2: leading wall production;Step 3: drilling pours, the production method for leading wall is first to dig guide wall, simultaneously fixed form is put in guide wall, and in the assembling reinforcement of template two sides, then the casting concrete on reinforcing bar, the template includes the first noumenon, second ontology adjacent with the first noumenon, the third ontology opposite with the first noumenon, it is provided with the connector for being detachably fixed connection the first noumenon and the second ontology between the first noumenon and the second ontology, the alignment component for being aligned the first noumenon Yu third ontology is provided on the first noumenon and the third ontology.The present invention is by template the advantages of facilitating installation to improve construction efficiency.

Description

A kind of construction method of subway station occlusion fender post
Technical field
The present invention relates to the construction method of fender post, in particular to a kind of construction method of subway station occlusion fender post.
Background technique
Subway station is built, the construction method of existing foundation pit are as follows: will need generally all in underground so needing to carry out foundation pit digging The position digged pit carries out scribing operation, fender post is poured on foundation pit periphery, outside the landslide or foundation pit for preventing foundation pit side-wall Infiltration inside lateral foundation pit.
In order to improve the intensity of fender post, a kind of existing occlusion fender post allows two neighboring concrete column to be formed irregular Occlusive state improves the support strength of fender post.
The construction method of existing occlusion fender post are as follows: template is fixed on the ground, then pours and leads on the outside of template Wall drills in the portion within the walls that leads, and two adjacent drillings intersect, and alternately casting concrete stake, allows adjacent in drilling Two concrete-piles be mutually twisted, formed interlocking pile, improve the intensity of fender post.
Above-mentioned the shortcomings of the prior art is: pour lead wall during, need using template, existing skill Template in art includes the plate body of arc and the support bracket for connecting opposite two plate bodys and adjacent plate body, plate body are Metal is made, and quality is larger, due to being that bolt is fixedly connected between support bracket and plate body, dismounts or carry inconvenience, in turn Influence construction efficiency.
Summary of the invention
In view of the deficiencies of the prior art, the present invention intends to: a kind of occlusion fender post in subway station is provided Construction method, by using easy disassembly template so that improve construction efficiency the advantages of.
Above-mentioned technical purpose is achieved through the following technical solutions, a kind of construction party of subway station occlusion fender post Method includes the following steps, step 1: scribing line;Step 2: leading wall production;Step 3: drilling pours, the production method for leading wall is Guide wall is first dug, simultaneously fixed form is put in guide wall, and in the assembling reinforcement of template two sides, is then poured on reinforcing bar mixed Solidifying soil, the template include the first noumenon, second ontology adjacent with the first noumenon, the third ontology opposite with the first noumenon, The connection for being detachably fixed connection the first noumenon and the second ontology is provided between the first noumenon and the second ontology The alignment component for being aligned the first noumenon Yu third ontology is provided on part, the first noumenon and the third ontology.
Construction can be allowed more accurate through the above technical solutions, first carrying out scribing line, the production for leading wall can facilitate drilling The use of mechanical equipment in casting process, mechanical equipment operates on leading wall can be reduced borehole sidewall in boring procedure and is set by machinery The standby risk for rolling landslide, can more accurately the position of drilling be drawn a circle to approve by leading wall by template construct, allow lead wall according to Scheduled shape is poured.The first noumenon and the second ontology are detachably connected by template by connector, facilitate template Transport, installation and disassembly, and then reduce transport and installation time, so as to improve construction efficiency.
Further, the connector includes being fixedly connected on the first noumenon close to the first connection ring of the second ontology side And it is fixedly connected on second connection ring of second ontology close to the first noumenon side, pass through first connection ring and described Second connection ring is plugged with connecting rod, and connector further includes for the first connection ring and the second connection ring to be fixed on connecting rod Plugboard.
Through the above technical solutions, connecting rod, which is inserted into connection ring, to connect the first noumenon and the second ontology It connects, by plugboard that the first noumenon and the second ontology fixed operation is convenient, the mode of grafting can allow connection more convenient, When dismantling template, it is only necessary to extract connecting rod out of the first connection ring and the second connection ring after extracting plugboard The first noumenon is separated with the second ontology, it is easy to operate.
Further, it is fixedly connected in connecting rod in the middle part of the plugboard, the plugboard two sides are plugged on the respectively On one ontology and the second ontology.
Through the above technical solutions, the positional relationship of the fixed two neighboring stencil body of connecting rod, it can by plugboard Fix the relative angle of two stencil bodies, it is only necessary to which the fixation of two templates of operation can be completed in Plug Action, easy to operate.
Further, the application method of connector are as follows: the first noumenon and the second ontology are placed in guide wall, by first Connection ring is opposite with the annular distance of the second connection ring to sequentially pass through the first connection ring and the second connection ring for connecting rod afterwards, and will insert Fishplate bar is inserted into the first noumenon and the second ontology.
Through the above technical solutions, capableing of the fixation of more convenient pair of body position.
Further, the alignment component include be respectively fixedly connected on the first noumenon and third ontology to penetrating laser Sensor includes being fixed on the first noumenon close to the transmitting terminal of third ontology side and being fixed on third to laser sensor is penetrated Ontology is electrically connected with indicator light on the receiving end of the first noumenon side, laser-correlation sensor.
Through the above technical solutions, can determine the first noumenon and third ontology face when opposite type sensor face, it can Facilitate the position of determining third ontology, in operating process, the line of demarcation that first step generates to the layout line put the first noumenon and Third ontology, by penetrate laser sensor can facilitate to third body position relationship determine operation it is more convenient, more Precisely, it can conveniently see whether that laser sensor is aligned by the setting of indicator light.
Further, the alignment component includes two pairs to penetrating laser sensor altogether, and is electrically connected with indicator light.
Through the above technical solutions, separate according to what two points make a line, one is not accurate enough to the setting of laser sensor, Two laser sensors are aligned to illustrate the first noumenon and third ontology face, can be more accurate judge And adjustment.
Further, the spacing for measuring the first noumenon Yu third ontology is provided between the first noumenon and third ontology From measuring piece.
Through the above technical solutions, by the setting of measuring piece can control between the first noumenon and third ontology away from From, and then control and lead the distance between wall and drilling, it is more convenient during drilling construction.
Further, the measuring piece includes the casing being rotatably connected on the first noumenon, and is rotatably connected on second Ontology and the scale bar being inserted on the first noumenon.
Through the above technical solutions, scale bar is inserted into casing, after then the first noumenon and third ontology are well placed, Adjusting the distance between the first noumenon and third ontology can be facilitated by observing scale bar, it is easy to operate.
The present invention has following technical effect that in summary
1, the transport of template can be facilitated by being detachably connected for template, be made since template is generally metal, transport and Carrying needs manpower or material resources relatively more, can facilitate the carrying of template by the card disassembly of template, during wall is led in production It can accelerate construction progress;
2, by the way that connector is arranged to connecting rod and plugboard, it is only necessary to which connecting rod is inserted into the first connection ring and second In connection ring, and plugboard is inserted into two adjacent templates to the grafting that two neighboring plugboard can be completed, construction is more It is easy, it is convenient for disassembly and assembly.
Detailed description of the invention
Fig. 1 is the positional diagram of the laser-correlation sensor in embodiment 1;
Fig. 2 is the configuration state schematic diagram of multiple arcs template splicing together in embodiment 1;
Fig. 3 is in embodiment 1 to penetrating laser sensor positional diagram;
Fig. 4 is the circuit diagram of the laser sensor and indicator light in embodiment 1;
Fig. 5 is the positional diagram of the mixed stake and plain stake in embodiment 1.
Appended drawing reference: 1, the first noumenon;10, the first connection ring;11, the first transmitting terminal;12, the second receiving end;13, first Indicator light;2, the second ontology;20, the second connection ring;3, third ontology;30, the first receiving end;31, the second transmitting terminal;32, Two indicator lights;4, connecting rod;5, plugboard;50, embedded groove;6, connecting column;60, fixing glue;61, winding pin;610, fixed plate; 611, kinking bar;612, barrier plate;7, filament;8, measuring piece;80, casing;81, scale bar;82, jackscrew.
Specific embodiment
A kind of embodiment 1, construction method of subway station occlusion fender post, includes the following steps:
The first step, scribing line.
In the present embodiment, scribing operation step are as follows: the place cleaning in the earth's surface for digging foundation pit in advance, and base is planned in ground on the scene Hole digs the position built needed for position and fender post, and crosses on a predetermined position, has surely in four apexes of foundation pit Connecting column 6 fastens filament 7 on connecting column 6, and filament 7 is allowed successively around four connecting columns 6, to form four and suspend on the ground Dividing line, be the position that fender post is digged pit inside line of demarcation.
Connecting column 6 includes the fixing glue 60 of grafting on the ground, and is fixed on winding pin of the fixing glue 60 far from ground 61, winding pin 61 includes being fixed on the fixed plate 610 of separate ground one end in fixing glue 60, being fixed on twining in fixed plate 610 Line bar 611 and the barrier plate 612 for being fixed on separate 60 one end of fixing glue on kinking bar 611, filament 7 are wrapped in kinking bar 611 On, filament 7 is fixed plate 610 and barrier plate 612 limits movement position, makes scribing line more accurate.
The position of fender post is planned in advance on foundation pit periphery, and the periphery of fender post is divided with above-mentioned hatched manner and is demarcated Line.
It is preset in the line of demarcation periphery in fender post predetermined position and leads wall displacement, crossed, the profile for leading wall is provided Cut-off rule.
Second step leads wall production.
Lead the operating procedure of wall production are as follows: cleared up on the ground for leading wall displacement, lead wall leading wall predeterminated position and digging Slot, the assembling reinforcement in guide wall, and template is put in scheduled position, the hole spacing of template and fender post is in 15-25CM Between, 20CM is set as in the present embodiment.
Referring to Fig.1, template includes multiple arcs stencil body arranged side by side, two neighboring arc formwork in the present embodiment Ontology is respectively designated as the first noumenon 1 and the second ontology 2, and the first noumenon 1 is fixedly connected with close to 2 a side of the second ontology One connection ring 10, the second ontology 2 are fixedly connected with the second connection ring 20 close to 1 a side of the first noumenon, the first connection ring 10 One end of axis direction is bonded with one end of 20 axis direction of the second connection ring, passes through the first connection ring 10 and the second connection ring 20 It is plugged with connecting rod 4,4 top of connecting rod is extended with plugboard 5 to two sides, and plugboard 5 is located at the first noumenon 1 and the second ontology Above 2, the embedded groove 50 for the first noumenon 1 and the insertion of the second ontology 2 is offered on plugboard 5.
In conjunction with Fig. 2, Fig. 3, the template of the side opposite with 1 second ontology 2 of the first noumenon is named as third ontology 3, and two The alignment component for being aligned the first noumenon 1 Yu third ontology 3 is fixed on opposite arc formwork ontology, alignment component includes Two pairs of laser sensors, laser sensor include transmitting terminal and receiving end, be fixed on the first noumenon 1 first transmitting terminal 11 with And second receiving end 12, first receiving end 30 opposite with the first transmitting terminal 11 is fixedly connected on third ontology 3 and with The first opposite transmitting terminal 11 of two receiving ends 12.The triggering of sensor when transmitting terminal is radiated at receiving end.
It is fixedly connected to indicator light on the first noumenon 1 and third ontology 3, the indicator light on the first noumenon 1 is the first finger Showing lamp 13, the indicator light on the second ontology 2 is the second indicator light 32, when the first transmitting terminal 11 is radiated at the first receiving end 30, First indicator light 13 is bright, and when the second transmitting terminal 31 is radiated at the second receiving end 12, the second indicator light 32 is bright.
Two identical to the circuit structure for penetrating laser sensor, referring to Fig. 4, is in series with the first amplification on the first receiving end 30 Triode T, the base stage of the first amplifying triode T are connected on the first receiving end 30, and the reflection of the first amplifying triode is connected On the first indicator light 13.
After the first noumenon 1 and the second ontology 2 are put according to line of demarcation, fine tuning the first noumenon 1 is opposite with the second ontology 2 First transmitting terminal 11 is radiated on the first receiving end 30 by position, and the second transmitting terminal 31 is radiated on the second receiving end 12, until First indicator light 13 and the second indicator light 32 are all bright, illustrate the first noumenon 1 and the second ontology 2 face.
It is provided between the first noumenon 1 and the second ontology 2 for measuring distance between the first noumenon 1 and the second ontology 2 Measuring piece 8, measuring piece 8 is including being fixed on the first noumenon 1 and perpendicular to the casing of the first noumenon 1 80, and is fixed on third sheet Scale bar 81 on body 3 is plugged in casing 80 far from 3 one end of third ontology, is threaded on casing 80 and is connected to scale bar Jackscrew 82 on 81.
In the outside casting concrete of arc formwork ontology, formation leads wall, then again removes arc formwork ontology.
The method for removing arc formwork are as follows: take out connecting rod 4 out of the first connection ring 10 and the second connection ring 20, i.e., Two adjacent arc formwork ontologies are separated, it is convenient to remove, the arc formwork ontology relative to integrally connected, it is not easy to destroy Lead wall.
Third step, drilling.
The method of drilling is, first by form removable, to be then opened in pipe rubbing machine and lead on wall, and in divided wire tag Good position drills.
Referring to Fig. 5, fender post includes mixed stake and plain stake, and mixed stake is arranged alternately with plain stake, and A1, A2, A3, A4 are mixed in figure Stake, B1, B2, B3, B4 are plain stake, and when drilling, then the drilling of subdrilling two plain stakes carries out pouring plain stake with super slow concrete, The setting time of super slow concrete was needed more than 60 hours, then dug the drilling of mixed stake with pipe rubbing machine between two plain stakes, so After work out rebar cylinder mould, rebar cylinder mould is lifted in the drilling of mixed stake, then the casting concrete in the drilling of mixed stake, is completed Mixed stake pours, and then digs the drilling of next plain stake, and is poured, and mixed stake is allowed alternately and to be mutually twisted with element stake.
Complete pouring for interlocking pile.
Embodiment 2, the difference of the present embodiment and embodiment 1 are as follows: in the first step, the operation of scribing line is on the ground Separator bar is drawn in soft ground with the objects such as pen or reinforcing bar or branch, and practical reinforcing bar is selected to carry out on ground in the present embodiment Upper scribing line.
Embodiment 3, the present embodiment difference from example 1 is that:
In second step, the first noumenon 1 is fixedly connected with the second ontology 2, and the first noumenon 1 is fixedly connected with third ontology 3, when installation The first noumenon 1 and the second ontology 2 are fixed to each other, and are placed in guide wall.
This specific embodiment is only explanation of the invention, is not limitation of the present invention, those skilled in the art Member can according to need the modification that not creative contribution is made to the present embodiment after reading this specification, but as long as at this All by the protection of Patent Law in the scope of the claims of invention.

Claims (8)

1. a kind of construction method of subway station occlusion fender post, includes the following steps, step 1: scribing line;Step 2: the wall system of leading Make;Step 3: drilling pours, it is characterised in that: the production method for leading wall is first to dig guide wall, is put in guide wall and solid Solid plate, and in the assembling reinforcement of template two sides, the then casting concrete on reinforcing bar, the template include the first noumenon (1), with Adjacent the second ontology (2) of the first noumenon (1), with the first noumenon (1) opposite third ontology (3), the first noumenon (1) with The connector for being detachably fixed connection the first noumenon (1) and the second ontology (2), institute are provided between second ontology (2) It states and is provided on the first noumenon (1) and the third ontology (3) for being aligned being aligned for the first noumenon (1) and third ontology (3) Component.
2. a kind of construction method of subway station occlusion fender post according to claim 1, it is characterised in that: the connection Part includes being fixedly connected on the first noumenon (1) close to first connection ring (10) of the second ontology (2) side and being fixedly connected on Second ontology (2) passes through first connection ring (10) and described close to second connection ring (20) of the first noumenon (1) side Second connection ring (20) is plugged with connecting rod (4), and connector further includes for by the first connection ring (10) and the second connection ring (20) plugboard (5) being fixed on connecting rod (4).
3. a kind of construction method of subway station occlusion fender post according to claim 2, it is characterised in that: the grafting It is fixedly connected on connecting rod (4) in the middle part of plate (5), plugboard (5) two sides are plugged on the first noumenon (1) and second respectively On ontology (2).
4. a kind of construction method of subway station occlusion fender post according to claim 3, it is characterised in that: connector Application method are as follows: the first noumenon (1) and the second ontology (2) is placed in guide wall, the first connection ring (10) are connected with second Connecting rod (4) is sequentially passed through the first connection ring (10) and the second connection ring (20) afterwards relatively by the annular distance for connecing ring (20), and will Plugboard (5) is inserted into the first noumenon (1) and the second ontology (2).
5. a kind of construction method of subway station occlusion fender post according to claim 2, it is characterised in that: the alignment Component include be respectively fixedly connected on the first noumenon (1) and third ontology (3) to penetrating laser sensor, to penetrating laser sensing Device includes being fixed on the first noumenon (1) close to the transmitting terminal of third ontology (3) side and being fixed on third ontology (3) close to the The receiving end of one ontology (1) side is electrically connected with indicator light on laser-correlation sensor.
6. a kind of construction method of subway station occlusion fender post according to claim 5, it is characterised in that: the alignment Component includes two pairs to penetrating laser sensor altogether, and is electrically connected with indicator light.
7. a kind of construction method of subway station occlusion fender post according to claim 1, it is characterised in that: the first noumenon (1) measuring piece for measuring distance between the first noumenon (1) and third ontology (3) is provided between third ontology (3) (8)。
8. a kind of construction method of subway station occlusion fender post according to claim 7, it is characterised in that: the measurement Part (8) includes the casing (80) that is rotatably connected on the first noumenon (1), and is rotatably connected on the second ontology (2) and insertion the Scale bar (81) on one ontology (1).
CN201910403388.2A 2019-05-15 2019-05-15 Construction method of interlocking fender post of subway station Active CN110080246B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201910403388.2A CN110080246B (en) 2019-05-15 2019-05-15 Construction method of interlocking fender post of subway station

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201910403388.2A CN110080246B (en) 2019-05-15 2019-05-15 Construction method of interlocking fender post of subway station

Publications (2)

Publication Number Publication Date
CN110080246A true CN110080246A (en) 2019-08-02
CN110080246B CN110080246B (en) 2021-04-13

Family

ID=67420331

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201910403388.2A Active CN110080246B (en) 2019-05-15 2019-05-15 Construction method of interlocking fender post of subway station

Country Status (1)

Country Link
CN (1) CN110080246B (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111395344A (en) * 2020-03-25 2020-07-10 中国一冶集团有限公司 Reusable secant pile positioning device and construction method
CN113309364A (en) * 2021-04-14 2021-08-27 黄康 Assembled wallboard reinforcing bar is to hole device with correct function
CN113653031A (en) * 2021-09-08 2021-11-16 中建八局第二建设有限公司 Occlusive pile guide wall template and formwork structure construction method
CN113832963A (en) * 2021-11-02 2021-12-24 中建八局第二建设有限公司 Occlusive pile guide wall template and formwork structure construction method
CN114518076A (en) * 2022-02-17 2022-05-20 中建八局第二建设有限公司 On-site quality detection device based on 3D (three-dimensional) picture and detection method thereof

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102962884A (en) * 2012-11-18 2013-03-13 李鹏 Concrete formwork
CN205976458U (en) * 2016-08-18 2017-02-22 江苏华维新能源有限公司 Building templates parallels mosaic structure
KR20170111300A (en) * 2016-03-26 2017-10-12 (주)삼호언더폼이엔지 Form Panel with Sub-panel for Form Removal
CN207079926U (en) * 2017-08-29 2018-03-09 北京城建北方建设有限责任公司 A kind of wall column formwork structure for being easy to align
CN207633756U (en) * 2017-05-12 2018-07-20 中启胶建集团有限公司 A kind of angle and the adjustable building internal corner template of length
CN207920062U (en) * 2017-12-27 2018-09-28 上海三凯建设管理咨询有限公司 A kind of spliced template in construction
CN109469045A (en) * 2018-12-12 2019-03-15 上海建工七建集团有限公司 Guide wall of occlusive pile template, guide wall of occlusive pile formwork erecting structure and construction technology

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102962884A (en) * 2012-11-18 2013-03-13 李鹏 Concrete formwork
KR20170111300A (en) * 2016-03-26 2017-10-12 (주)삼호언더폼이엔지 Form Panel with Sub-panel for Form Removal
CN205976458U (en) * 2016-08-18 2017-02-22 江苏华维新能源有限公司 Building templates parallels mosaic structure
CN207633756U (en) * 2017-05-12 2018-07-20 中启胶建集团有限公司 A kind of angle and the adjustable building internal corner template of length
CN207079926U (en) * 2017-08-29 2018-03-09 北京城建北方建设有限责任公司 A kind of wall column formwork structure for being easy to align
CN207920062U (en) * 2017-12-27 2018-09-28 上海三凯建设管理咨询有限公司 A kind of spliced template in construction
CN109469045A (en) * 2018-12-12 2019-03-15 上海建工七建集团有限公司 Guide wall of occlusive pile template, guide wall of occlusive pile formwork erecting structure and construction technology

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
江苏省建设工程质量监督总站,南京市轨道交通建设工程质量安全监督站: "《城市轨道交通工程质量监督实务》", 30 November 2017 *

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111395344A (en) * 2020-03-25 2020-07-10 中国一冶集团有限公司 Reusable secant pile positioning device and construction method
CN113309364A (en) * 2021-04-14 2021-08-27 黄康 Assembled wallboard reinforcing bar is to hole device with correct function
CN113653031A (en) * 2021-09-08 2021-11-16 中建八局第二建设有限公司 Occlusive pile guide wall template and formwork structure construction method
CN113832963A (en) * 2021-11-02 2021-12-24 中建八局第二建设有限公司 Occlusive pile guide wall template and formwork structure construction method
CN113832963B (en) * 2021-11-02 2022-10-11 中建八局第二建设有限公司 Occlusive pile guide wall template and formwork structure construction method
CN114518076A (en) * 2022-02-17 2022-05-20 中建八局第二建设有限公司 On-site quality detection device based on 3D (three-dimensional) picture and detection method thereof

Also Published As

Publication number Publication date
CN110080246B (en) 2021-04-13

Similar Documents

Publication Publication Date Title
CN110080246A (en) A kind of construction method of subway station occlusion fender post
CN104895092B (en) The method that a kind of interim lattice column of inner support is used as permanent structure post
CN109629455A (en) The construction method of highway reconstruction bridge
CN103292035A (en) Construction method of underground pipe jacking
CN103438820A (en) Borehole profile rock and soil mass layered deformation optical fiber measuring method
CN109555116A (en) A kind of high density karst intense development area fully-sleeved filled pile construction method
CN205776339U (en) Both arms Retaining Wall
CN112900450A (en) Rotary drilling and full-rotation combined back-inserting method positioning method for steel pipe structure pile by reverse construction method
CN107246007B (en) A kind of CFG of construction method
CN102912806B (en) A kind of construction method of dewatering well
CN100482993C (en) Lay out method of pipeline and synthetic pipeline with pipe frame component
CN110080245A (en) A kind of construction method of subway station entrance fender post
CN105041348B (en) A kind of underground space tunneling construction method of use compound roof
CN204040021U (en) Large diameter pile construction equipment system in city underground engineering tunneling pilot tunnel
CN112814685A (en) Ultra-large section chamber tunneling blasting method
CN217298858U (en) Datum point fixing device for settlement monitoring
CN109208586A (en) A kind of slope protection pile construction method
CN108943368A (en) A kind of beam making bench construction method and box beam prefabricated factory construction method
CN214583185U (en) Highway is reformed transform and is expanded fill road bed section and subsides monitoring devices
CN113863954A (en) Double-layer lining large-diameter shield tunnel segment health monitoring arrangement method
CN108978645A (en) Rich water sandy gravel shallow embedding riverbed uplift pile anti-floating plate reinforced construction method is worn under shield
CN109083132A (en) A kind of Composite Bolt stake and its construction technology
CN112359819B (en) Wall structure construction method for increasing depth of old diaphragm wall
CN218865211U (en) Underground water level measuring device
CN219157405U (en) Suspension bridge prestressed steel stranded wire rock Kong Maoding

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant