CN111719592A - Construction method for water-stopping steel plate of horizontal construction joint at buttress column without penetrating stirrup - Google Patents

Construction method for water-stopping steel plate of horizontal construction joint at buttress column without penetrating stirrup Download PDF

Info

Publication number
CN111719592A
CN111719592A CN202010671728.2A CN202010671728A CN111719592A CN 111719592 A CN111719592 A CN 111719592A CN 202010671728 A CN202010671728 A CN 202010671728A CN 111719592 A CN111719592 A CN 111719592A
Authority
CN
China
Prior art keywords
column
steel plate
buttress
water
construction
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
CN202010671728.2A
Other languages
Chinese (zh)
Inventor
马彦清
郑小维
刘莲
张岩
张黎敏
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.)
China Construction Fifth Bureau Third Construction Co Ltd
China Construction Fourth Bureau Third Construction Engineering Co Ltd
Original Assignee
China Construction Fourth Bureau Third Construction Engineering Co Ltd
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 China Construction Fourth Bureau Third Construction Engineering Co Ltd filed Critical China Construction Fourth Bureau Third Construction Engineering Co Ltd
Priority to CN202010671728.2A priority Critical patent/CN111719592A/en
Publication of CN111719592A publication Critical patent/CN111719592A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/16Arrangement or construction of joints in foundation structures
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D31/00Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
    • E02D31/02Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against ground humidity or ground water

Abstract

The construction method of the horizontal construction joint water stop steel plate non-through stirrup at the buttress comprises the following steps: arranging a column lug on the outer side of a buttress column connected with the outer wall of the basement, wherein the column lug is a conversion channel structure for installing a water-stopping steel plate of a horizontal construction joint, and embedding the water-stopping steel plate in installation construction; the water-stop steel plate beside the buttress column directly bypasses and is installed between the column lugs, and is converted back to the horizontal construction joint of the original basement outer wall after passing through the buttress column; the column lugs are used as a conversion path for installing the water stop steel plate at the buttress, so that the hooping of the column encryption area is prevented from being integrally disconnected when the water stop steel plate is installed at the buttress; after the water stop steel plate is installed, welding the water stop steel plate again, and after the stirrup is installed in the later period, performing traditional welding and sealing construction on the opening. The construction method of the water-stopping steel plate of the horizontal construction joint at the buttress does not run through the stirrups abandons the installation and construction method of the water-stopping steel plate of the horizontal construction joint at the traditional buttress, is convenient and quick to construct, reduces the hidden quality danger, and effectively saves the construction cost.

Description

Construction method for water-stopping steel plate of horizontal construction joint at buttress column without penetrating stirrup
Technical Field
The invention relates to the technical field of building construction, in particular to a construction method for a horizontal construction joint water stop steel plate at a buttress not to penetrate through a stirrup.
Background
The waterproof quality of basement structural engineering is always regarded as the important content of quality control in the building engineering industry, wherein the waterproof quality of basement exterior wall structures is the main content of management of each construction project. According to the construction requirements of the basement exterior wall, a horizontal construction joint needs to be arranged on the wall body, and how to make the construction of the horizontal construction joint is guaranteed, so that the later underground construction backfill is completed, the pressure water seepage condition does not occur at the exterior wall construction joint, and the important point of project quality management is to be achieved. In the construction of establishing staying of horizontal construction joint, the pre-buried installation of outer wall "buttress post" department stagnant water steel sheet appears the quality problems very easily, buries the seed of hidden danger for later stage infiltration.
In the traditional construction method, when the water stop steel plate is embedded in the horizontal construction joint of the buttress column, the water stop steel plate needs to completely disconnect the stirrups in the encryption area of the buttress column, and then the stirrups are welded with the water stop steel plate; or drilling a hole in the water stop steel plate, and then welding the stirrup and sealing the hole after penetrating through the column stirrup. These two approaches have problems: the stirrups in the 'buttress' encryption area need to be completely disconnected, and the stirrups are welded after the water stop steel plate is installed. The quality of the welded stirrup cannot be guaranteed. Certain hidden trouble is caused to the structure safety. 2. Because of general stagnant water steel sheet thickness is about 3mm, no matter be with stirrup and stagnant water steel sheet weld, still drill on the stagnant water steel sheet, carry out the welding of rewelding and hole behind the installation stirrup and seal, all exert an influence to the stagnant water effect of stagnant water steel sheet, can't guarantee stagnant water steel sheet quality, there is serious seepage risk in the later stage.
Disclosure of Invention
The invention aims to provide a conversion channel structure of a water-stopping steel plate of a horizontal construction joint, which is characterized in that a column lug is arranged on the outer side of a buttress column, the water-stopping steel plate of the horizontal construction joint is converted in the column lug, and the water-stopping steel plate bypasses the buttress column when being installed, so that the problem of hidden structural quality hazards caused by the fact that stirrups of an encryption region of the buttress column are cut off can be avoided, welding can be avoided, and leakage risks can be reduced.
The construction method of the horizontal construction joint water stop steel plate non-through stirrup at the buttress comprises the following steps:
(1) arranging a column lug on the outer side of a buttress column connected with the outer wall of the basement, wherein the column lug is a conversion channel structure for installing a water-stopping steel plate of a horizontal construction joint, and embedding the water-stopping steel plate in installation construction;
(2) the water-stop steel plate beside the buttress column directly bypasses and is installed between the column lugs, and is converted back to the horizontal construction joint of the original basement outer wall after passing through the buttress column;
(3) the column lugs are used as a conversion path for installing the water stop steel plate at the buttress, so that the hooping of the column encryption area is prevented from being integrally disconnected when the water stop steel plate is installed at the buttress;
(4) after the water stop steel plate is installed, welding the water stop steel plate again, and after the stirrup is installed in the later period, performing traditional construction of welding and sealing the opening.
Furthermore, the step of the construction method for the horizontal construction joint water stop steel plate at the buttress does not penetrate through the stirrup is replaced by welding the water stop steel plate again, and a hole for penetrating the stirrup is drilled on the water stop steel plate before the step.
Furthermore, the size of the water-stopping steel plate of the construction method of the horizontal construction joint water-stopping steel plate of the buttress column without penetrating the stirrup is 300 multiplied by 3mm, the thickness of a column lug is 180-200 mm, and the height is 380-420 mm, so that the thickness of the water-stopping steel plate protective layer on the outer side of the buttress column is ensured; the length of each column lug is 80-120 mm of each side of the structural size of the buttress column, and the length of each column lug is used for enabling a water stop steel plate to be wound and bent at the joint of the buttress column and the outer wall to enter the column lug; when the horizontal construction joint is reserved, a formwork is erected to set a half of the column lug, when the wall body above the horizontal construction joint is poured for the second time, a formwork of the remaining half of the column lug is erected, and finally construction of the horizontal construction joint on the outer side of the buttress is completed.
Furthermore, the column lug water stop steel plate of the construction method for the horizontal construction joint water stop steel plate at the buttress column without penetrating the stirrups is installed in the middle, the thickness of a protective layer of the water stop steel plate is ensured, and after the construction of the lower part of the horizontal construction joint of the basement exterior wall is finished, the concrete at the upper layer of the horizontal construction joint needs to be roughened and coated with plain cement paste for one time.
Compared with the prior art, the invention has the beneficial technical effects that: the construction method of the retaining steel plate of the horizontal construction joint at the buttress does not run through the stirrups abandons the traditional installation and construction method of the retaining steel plate of the horizontal construction joint at the buttress, is convenient and quick to construct, reduces the occurrence of quality hidden danger, effectively saves the construction cost, improves the project technical management capacity and improves the enterprise image.
Drawings
FIG. 1 is a plan view of the installation of the present invention.
FIG. 2 is a view 1-1 of the top view of the installation of the present invention.
FIG. 3 is a 2-2 view of a top view of the installation of the present invention.
Fig. 4 is a three-dimensional schematic of the method of construction of the present invention.
In the figure: 1. a basement exterior wall; 2. a water stop steel plate; 3. buttress columns; 4. and (4) a column ear.
Detailed Description
The principles and features of this invention are described below in conjunction with the following drawings, which are set forth by way of illustration only and are not intended to limit the scope of the invention.
As shown in FIG. 1, the invention relates to a construction method for a horizontal construction joint water-stop steel plate at a buttress, which does not penetrate through a stirrup, the outer side of the buttress column 3 connected with the basement outer wall 1 is provided with a conversion channel constructional column ear 4 for installing the water-stopping steel plate 2 of the horizontal construction joint, during the pre-buried installation construction of the water-stopping steel plate 2, the water stop steel plate 2 beside the buttress column 3 is directly arranged between the column lugs 4 in a bypassing way, and is converted back to the horizontal construction joint of the original outer wall 1 after passing through the buttress column 3, the method takes the column ear 4 as a conversion path for installing the water stop steel plate at the buttress column 3, avoids the problem that the hooping of the column encryption area needs to be integrally disconnected when the water stop steel plate is installed at the buttress column 3, and the water stop steel plate 2 is welded again after being installed, or the water stop steel plate 2 is drilled in advance to form a hole for penetrating the stirrup, and after the later-stage stirrup is installed, the hole is welded and sealed by the traditional construction method.
As shown in fig. 1 and 2, the size of the water-stop steel plate 2 is 300X3mm, and the conversion channel post lug 4 for installing the water-stop steel plate 2 has a thickness of 200mm and an overall height of 400mm, so as to ensure the thickness of the protective layer of the water-stop steel plate 2 outside the buttress post 3. The length of the column lug 4 is 100mm (namely the length of the column lug 4 is B +200 mm) of each side of the structural size B of the buttress column 3, and the column lug is used for enabling the water stop steel plate 2 to be wound and bent at the joint of the buttress column 3 and the outer wall to enter the column lug 4. When the horizontal construction joint is reserved, a formwork is erected to set a half of the column lug 4, when the wall body above the horizontal construction joint is poured for the second time, the formwork of the remaining half of the column lug 4 is erected, and finally the construction of the horizontal construction joint outside the buttress column-3 is completed.
As shown in fig. 3, the water stop steel plate 2 is installed in the middle of the column lug 4 to ensure the thickness of the protective layer of the water stop steel plate 2, and after the construction of the lower part of the horizontal construction joint of the basement exterior wall is completed and before the concrete on the upper layer of the horizontal construction joint is poured, the concrete on the column lug 4 needs to be chiseled and coated with plain cement paste for one time. The new and old concrete of being convenient for can effectively carve to close the bonding, reduces later stage infiltration risk.
In the design of the invention, by arranging the structure of the column lugs 4, the situation that the stirrups in the encryption region of the buttress column 3 need to be cut off, the water-stopping steel plate needs to be installed and the stirrups need to be welded again in the installation process of the water-stopping steel plate 2 of the horizontal construction joint at the traditional buttress column 3 is avoided; or the construction procedures of drilling the water-stopping steel plate, installing the water-stopping steel plate 2, installing the column stirrups, welding and sealing holes and the like are carried out according to the distance between the stirrups in advance. By adopting the construction method of the invention, the installation of the water stop steel plate 2 and the binding construction of the column stirrup are synchronously carried out, and the construction efficiency is accelerated. Eliminate the later stage because of the structural quality hidden danger that stirrup welding arouses, greatly reduce to 2 drilling opening holes of stagnant water steel sheet arouse that the stagnant water effect is not good to lead to the emergence condition of structure later stage infiltration hidden danger. And reduce the later stage because of the produced construction cost consumption of the water quality problem reprocessing treatment of infiltration, reduce the construction cost and practice thrift the project cost.
The invention has the design application range that: the underground structure contains all reinforced concrete projects clinging to the backfill buttress columns. The above are only specific application examples of the present invention, and other embodiments of the present invention may be adopted, and all the technical solutions formed by equivalent substitutions or equivalent changes are within the scope of the present invention as claimed.

Claims (4)

1. The method for constructing the water-stopping steel plate of the horizontal construction joint at the buttress without penetrating the stirrups is characterized in that: the construction method of the horizontal construction joint water stop steel plate non-through stirrup at the buttress column comprises the following steps:
(1) arranging a column lug (4) on the outer side of a buttress column (3) connected with the basement outer wall (1), wherein the column lug (4) is a conversion channel structure for installing a horizontal construction joint water-stopping steel plate (2), and embedding the water-stopping steel plate (2) in installation construction;
(2) the water stop steel plate (2) beside the buttress column (3) directly bypasses and is installed between the column lugs (4), and is converted back to the horizontal construction joint of the original basement exterior wall 1 after passing through the buttress column (3);
(3) the column lugs (4) are used as a conversion path for installing the water stop steel plate (2) at the buttress column (3), so that the hooping of the column encryption area is prevented from being integrally disconnected when the water stop steel plate (2) is installed at the buttress column (3);
(4) after the water stop steel plate (2) is installed, welding the water stop steel plate again, and after the stirrup is installed in the later period, performing traditional construction of welding and sealing the opening.
2. The construction method of the water-stopping steel plate of the horizontal construction joint at the buttress as claimed in claim 1, wherein the method comprises the following steps: and (4) replacing welding with the water stop steel plate (2) by drilling a hole for penetrating the stirrup.
3. The construction method of the horizontal construction joint water-stop steel plate at the buttress column without penetrating the stirrup is characterized in that: the size of the water stop steel plate (2) is 300 multiplied by 3mm, the thickness of the column lug (4) is 180-200 mm, the height of the column lug is 380-420 mm, and the thickness of the protective layer of the water stop steel plate (2) on the outer side of the buttress column (3) is ensured; the length of each column lug (4) is 80-120 mm of the structural size of the buttress column (3), and the length of each column lug is used for enabling the water-stopping steel plate (2) to be wound and bent at the joint of the buttress column (3) and the outer wall to enter the column lug (4); when the horizontal construction joint is reserved, a formwork is erected to set a half of the column lug (4), when the part of the wall body above the horizontal construction joint is poured for the second time, a formwork of the remaining half of the column lug (4) is erected, and finally construction of the horizontal construction joint on the outer side of the buttress column (3) is completed.
4. The construction method of the water-stopping steel plate of the horizontal construction joint at the buttress as claimed in claim 3, wherein the method comprises the following steps: the water stopping steel plate (2) is installed between two sides in the column lug (4), the thickness of a protective layer of the water stopping steel plate (2) is guaranteed, after construction of the lower portion of a horizontal construction joint of the basement outer wall (1) is completed, before concrete on the upper layer of the horizontal construction joint is poured, the concrete on the column lug (4) needs to be chiseled, and plain cement paste needs to be coated for one time.
CN202010671728.2A 2020-07-14 2020-07-14 Construction method for water-stopping steel plate of horizontal construction joint at buttress column without penetrating stirrup Pending CN111719592A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202010671728.2A CN111719592A (en) 2020-07-14 2020-07-14 Construction method for water-stopping steel plate of horizontal construction joint at buttress column without penetrating stirrup

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202010671728.2A CN111719592A (en) 2020-07-14 2020-07-14 Construction method for water-stopping steel plate of horizontal construction joint at buttress column without penetrating stirrup

Publications (1)

Publication Number Publication Date
CN111719592A true CN111719592A (en) 2020-09-29

Family

ID=72572469

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202010671728.2A Pending CN111719592A (en) 2020-07-14 2020-07-14 Construction method for water-stopping steel plate of horizontal construction joint at buttress column without penetrating stirrup

Country Status (1)

Country Link
CN (1) CN111719592A (en)

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2734514C2 (en) * 1977-07-30 1984-02-02 Wayss & Freytag Ag, 6000 Frankfurt, De
CN103981897A (en) * 2014-05-29 2014-08-13 浙江省建工集团有限责任公司 Waterproof construction method of basement exterior wall stiffness pillar
CN204456234U (en) * 2015-02-13 2015-07-08 中冶建工集团有限公司 The mounting structure of a kind of underground shear wall steel plate for sealing water
CN207553166U (en) * 2017-11-29 2018-06-29 中国建筑第二工程局有限公司 A kind of steel column and the water proof structure of reinforced concrete wall junction
CN109667287A (en) * 2017-10-17 2019-04-23 中国二十冶集团有限公司 Outer wall of basement steel plate for sealing water crosses the processing method of stirrup at structural column

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2734514C2 (en) * 1977-07-30 1984-02-02 Wayss & Freytag Ag, 6000 Frankfurt, De
CN103981897A (en) * 2014-05-29 2014-08-13 浙江省建工集团有限责任公司 Waterproof construction method of basement exterior wall stiffness pillar
CN204456234U (en) * 2015-02-13 2015-07-08 中冶建工集团有限公司 The mounting structure of a kind of underground shear wall steel plate for sealing water
CN109667287A (en) * 2017-10-17 2019-04-23 中国二十冶集团有限公司 Outer wall of basement steel plate for sealing water crosses the processing method of stirrup at structural column
CN207553166U (en) * 2017-11-29 2018-06-29 中国建筑第二工程局有限公司 A kind of steel column and the water proof structure of reinforced concrete wall junction

Similar Documents

Publication Publication Date Title
CN204780994U (en) Underground continuous wall inwall construction structures
CN206189455U (en) Piping lane
CN108049498A (en) The prefabricated post and Prefabricated beam connection structure and method of assembled architecture frame structure
CN101372840B (en) Mounting method with detachable rubber water stop mounted inside
CN207739289U (en) A kind of underground continuous wall water-stop connector
CN105370038A (en) Jointing method of construction joint of reinforced concrete shear wall body
CN101949293B (en) Periphery water stop structure of tunnel plug and setting method thereof
CN102808422B (en) Bonded post-tensioned prestressed construction method for cast-in-place reinforced concrete structure
CN111719592A (en) Construction method for water-stopping steel plate of horizontal construction joint at buttress column without penetrating stirrup
CN106894820B (en) A kind of waterproof well wall retractable device and its construction technology
CN206346486U (en) Precast lining for multilayer floor slab template support frame body
CN206189454U (en) Piping lane
CN211422668U (en) Open-type TBM's assembled steel-pipe piece of strutting
CN110565740B (en) Method for connecting open hole of submarine tunnel and riser
CN110761322B (en) Cast-in-place pipe gallery side wall horizontal construction joint reinforcing structure and construction method thereof
CN104314105B (en) The connection vertical piece structure of the basement wall and cast-in-place buttress and construction method
CN208981531U (en) A kind of prefabricated assembled parapet connection structure
CN109026150B (en) Built-in air bag sealing device and sealing method for pipe joint of tunnel connecting channel pipe jacking method
CN206636571U (en) One kind can prestress steel structure concrete pipe sheet
CN107059944A (en) Basement seepage point gradually leak stopping structure and construction method
CN209924089U (en) A well device of riding on horse for pipeline construction
CN209876166U (en) Basement outer wall rear calandria waterproof construction
CN111365032B (en) Anti-seepage treatment method for ring beam of tunnel door of subway station
CN201802414U (en) Peripheral water-stopping structure of tunnel plug
CN212616797U (en) Wall-penetrating pipeline with water seepage prevention function

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