CN105781100A - Template component for sidewall of subway station - Google Patents

Template component for sidewall of subway station Download PDF

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Publication number
CN105781100A
CN105781100A CN201610272864.8A CN201610272864A CN105781100A CN 105781100 A CN105781100 A CN 105781100A CN 201610272864 A CN201610272864 A CN 201610272864A CN 105781100 A CN105781100 A CN 105781100A
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CN
China
Prior art keywords
panel
bracing frame
subway station
built
side wall
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
CN201610272864.8A
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Chinese (zh)
Other versions
CN105781100B (en
Inventor
王建辉
姜克寒
高东东
杨光
姜永涛
吴玉山
李宁
朱辉
任纪华
周成丰
王志龙
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.)
Sinohydro Bureau 8 Co Ltd
PowerChina Railway Construction Investment Group Co Ltd
Original Assignee
Sinohydro Bureau 8 Co Ltd
PowerChina Railway Construction 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 Sinohydro Bureau 8 Co Ltd, PowerChina Railway Construction Co Ltd filed Critical Sinohydro Bureau 8 Co Ltd
Priority to CN201610272864.8A priority Critical patent/CN105781100B/en
Publication of CN105781100A publication Critical patent/CN105781100A/en
Application granted granted Critical
Publication of CN105781100B publication Critical patent/CN105781100B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/06Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
    • E04G11/08Forms, which are completely dismantled after setting of the concrete and re-built for next pouring
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G17/00Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/14Bracing or strutting arrangements for formwalls; Devices for aligning forms

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Moulds, Cores, Or Mandrels (AREA)

Abstract

The invention discloses a template component for a sidewall of a subway station. The template component comprises a support frame and a panel, wherein the panel is arranged on the support frame; a regulation part for regulating the horizontal displacement and the perpendicularity of the panel is arranged between a main back arris of the panel and the support frame; after the panel is regulated, the bottom is fixedly connected with the support frame through a connecting part; the bottom of the support frame is connected with a bottom plate or a middle plate of a main body structure through an embedded part. The template component has the advantages of simple structure, high rigidity, convenience for operation, good anti-thrust and floating prevention effects, sidewall board smoothness, high construction quality and standardization degree and adjustability for the horizontal displacement and the perpendicularity of the panel.

Description

Template assembly for subway station side wall
Technical field
The invention mainly relates to the Construction Technique of Underground Works such as subway station, particularly relate to a kind of template assembly for subway station side wall.
Background technology
Owing to subway station is underground engineering and waterproof requirement height, old place ferrum station side wall template is mounted split pattern stress system.At present, side wall template system in subway station mainly has full hall frame to support body system, diagonal brace system and English truss support system, trolley formwork system etc..By the impact of formwork structure form, existing template and support system tighten together more, install rear board perpendicularity and move forward and backward that extremely difficult adjustment, template piecemeal assembly operation be numerous and diverse, panel deformation damaged after be difficult to change, thrust effect poor.
Summary of the invention
The technical problem to be solved in the present invention is to overcome the deficiencies in the prior art, it is provided that a kind of simple in construction, rigidity are big, easy to operate, thrust and anti-floating is effective, framed side wallboard face is smooth, construction quality and standardization level high, panel-level displacement and the adjustable template assembly for subway station side wall of perpendicularity.
For solving above-mentioned technical problem, the present invention by the following technical solutions:
A kind of template assembly for subway station side wall, including bracing frame and panel, described panel is arranged on bracing frame, the adjustment parts for adjusting panel-level displacement and perpendicularity it are provided with between main back cord and the bracing frame of described panel, being fastenedly connected by connection member and bracing frame bottom it after described panel adjustment, the bottom of support frame as described above is connected with the base plate of agent structure or middle plate by built-in fitting.
Further improvement as technique scheme:
Described adjustment parts include being arranged on the horizontal adjustment part of lower panels and being arranged on the diagonal brace regulating part of middle panel and top, and the two ends of described horizontal adjustment part and diagonal brace regulating part are hinged with panel and bracing frame respectively.
Described horizontal adjustment part includes intermediate sleeve and two radicle screw rods, and the female thread at described intermediate sleeve two ends is oppositely arranged, and two radicle screw rods are threadeded with intermediate sleeve two ends respectively and two radicle screw rods are hinged with panel and bracing frame respectively.
Described diagonal brace regulating part includes middle screw rod and two end sleeves, and the external screw thread at described middle screw rod two ends is oppositely arranged, and two end sleeves are threadeded with middle screw rod two ends respectively and two end sleeves are hinged with panel and bracing frame respectively.
Support frame as described above includes base, base bottom is connected with the base plate of agent structure or middle plate by built-in fitting, described base is provided with montant and two braces, the two ends of described horizontal adjustment part are hinged with panel and montant respectively, the two ends of two diagonal brace regulating parts are hinged with panel and two braces respectively, are fastenedly connected by connection member and base bottom described panel.
Being provided with bracing piece between two braces on described base, the brace being positioned at middle part is connected with montant.
Described base bottom is provided with a spike, and described support foot bottom is provided with connecting plate, and described built-in fitting top is provided with screw thread, bottom is provided with kink, is fastenedly connected by nut after described connecting plate and built-in fitting socket.
For spacing locating chucking tools that built-in fitting is shaped when being additionally included in the base plate or middle plate of building agent structure, described locating chucking tools includes position-limited rack, is fixed with limiting plate, is fastenedly connected by nut after described limiting plate and built-in fitting socket bottom described position-limited rack.
Described panel includes steel skeleton and polylith plywood, the coagulation of described steel skeleton is built side and is provided with caulking groove, each described plywood is connected with steel skeleton by dormant bolt after embedding caulking groove, and the two ends of described horizontal adjustment part and diagonal brace regulating part are hinged with steel skeleton and bracing frame respectively.
Described steel skeleton top-hung is connected to operating platform.
Compared with prior art, it is an advantage of the current invention that:
The template assembly for subway station side wall of the present invention, the adjustment parts for adjusting panel-level displacement and perpendicularity it are provided with between main back cord and the bracing frame of panel, being fastenedly connected by connection member and bracing frame bottom it after panel adjustment, the bottom of bracing frame is connected with the base plate of agent structure or middle plate by built-in fitting.During construction, first bury built-in fitting underground, after side wall reinforcing bar binding completes, bracing frame is lifted above base plate or middle plate and be fastenedly connected with built-in fitting, then by panel by connection member and bracing frame pre-connection, again with regulating parts connection panel and bracing frame, then utilize the horizontal displacement and perpendicularity that regulate parts adjustment panel, make panel reach finally by connection member final fixing.Its simple in construction, rigidity are big, easy to operate, built-in fitting and connection member can reach good thrust and anti-floating effect, and regulate parts and be capable of the adjustable of panel-level displacement and perpendicularity so that concreting framed side wallboard face is smooth, improve construction quality, and standardization level is high.
Accompanying drawing explanation
Fig. 1 is the main TV structure schematic diagram of the embodiment of the present invention 1.
Fig. 2 is the structural representation of horizontal adjustment part in the present invention.
Fig. 3 is the structural representation of diagonal brace regulating part in the present invention.
Fig. 4 is the structural representation of bracing frame in the present invention.
Fig. 5 is the plan structure schematic diagram of the present invention.
Fig. 6 is the partial enlargement structural representation of Fig. 4.
Fig. 7 is the structural representation of locating chucking tools in the present invention.
Fig. 8 is the structural representation of panel in the present invention.
Fig. 9 is the main TV structure schematic diagram of the embodiment of the present invention 2.
In figure, each label represents:
1, bracing frame;11, base;111, spike is propped up;112, connecting plate;12, montant;13, brace;14, bracing piece;2, panel;21, steel skeleton;22, plywood;3, parts are regulated;31, horizontal adjustment part;311, intermediate sleeve;312, end screw rod;32, diagonal brace regulating part;321, middle screw rod;322, end sleeve;4, connection member;5, built-in fitting;6, locating chucking tools;61, position-limited rack;62, limiting plate;7, operating platform.
Detailed description of the invention
Below with reference to Figure of description and specific embodiment, the present invention is described in further details.
Embodiment 1:
Fig. 1 to Fig. 8 illustrates the present invention the first embodiment for the template assembly of subway station side wall, this template assembly includes bracing frame 1 and panel 2, panel 2 is arranged on bracing frame 1, the adjustment parts 3 for adjusting panel 2 horizontal displacement and perpendicularity it are provided with between main back cord and the bracing frame 1 of panel 2, being fastenedly connected by connection member 4 and bracing frame 1 bottom it after panel 2 adjustment, the bottom of bracing frame 1 is connected with the base plate of agent structure by built-in fitting 5.During construction, first bury built-in fitting 5 underground, until the underplate concrete of agent structure build reach designing requirement after bracing frame 1 lifted be fastenedly connected with built-in fitting 5 above base plate, then by panel 2 by connection member 4 and bracing frame 1 pre-connection, panel 2 and bracing frame 1 is connected again with adjustment parts 3, then utilize adjustment parts 3 to adjust horizontal displacement and the perpendicularity of panel 2, make panel 2 reach finally by connection member 4 final fixing.Its simple in construction, rigidity are big, easy to operate, built-in fitting 5 and connection member 4 can reach good thrust and anti-floating effect, and regulate parts 3 and be capable of the adjustable of panel 2 horizontal displacement and perpendicularity, make concreting framed side wallboard face smooth, improve construction quality, and standardization level is high.
In the present embodiment, connection member 4 includes fixing plate and bolted fittings, and fixing plate offers bar hole in the horizontal direction, and when adjusting panel 2 horizontal displacement, fixing plate also can move, and is fastenedly connected again through bolted fittings, and it is simple and practical.
In the present embodiment, regulating parts 3 and include being arranged on the horizontal adjustment part 31 of panel 2 bottom and be arranged in the middle part of panel 2 the diagonal brace regulating part 32 with top, the two ends of horizontal adjustment part 31 and diagonal brace regulating part 32 are hinged with panel 2 and bracing frame 1 respectively.In this structure, the two ends of horizontal adjustment part 31 are hinged with panel 2 bottom and bracing frame 1 respectively, are mainly used in adjusting the horizontal displacement of panel 2, adopt hinged form to be easy to horizontal adjustment part 31 after removal and draw in, saved space;Diagonal brace regulating part 32 is arranged in the middle part of panel 2 and top, it is ensured that the support strength of counter plate 2, and diagonal brace regulating part 32 is mainly used in adjusting the perpendicularity of panel 2, adopts hinged form to be easy to after removal draw in, save space equally.
In the present embodiment, horizontal adjustment part 31 includes intermediate sleeve 311 and two radicle screw rods 312, the female thread at intermediate sleeve 311 two ends is oppositely arranged, and two radicle screw rods 312 are threadeded with intermediate sleeve 311 two ends respectively and two radicle screw rods 312 are hinged with panel 2 and bracing frame 1 respectively.In this structure, when adjusting panel 2 horizontal displacement, only need to rotate intermediate sleeve 311, the end screw rod 312 at two ends can be made to move horizontally, thus driving panel 2 to move in the horizontal direction, its simple in construction, design ingenious.
In the present embodiment, diagonal brace regulating part 32 includes middle screw rod 321 and two end sleeves 322, the external screw thread at middle screw rod 321 two ends is oppositely arranged, and two end sleeves 322 are threadeded with middle screw rod 321 two ends respectively and two end sleeves 322 are hinged with panel 2 and bracing frame 1 respectively.In this structure, when adjusting panel 2 perpendicularity, only need to rotate middle screw rod 321, the end sleeve 322 at two ends can be made to move along middle screw rod 321, thus driving panel 2 to do certain rotation, to realize the adjustment of perpendicularity, its simple in construction, design ingenious.
In the present embodiment, bracing frame 1 includes base 11, it is connected with the base plate of agent structure by built-in fitting 5 bottom base 11, base 11 is provided with montant 12 and two braces 13, the two ends of horizontal adjustment part 31 are hinged with panel 2 and montant 12 respectively, the two ends of two diagonal brace regulating parts 32 are hinged with panel 2 and two braces 13 respectively, are fastenedly connected by connection member 4 and base 11 bottom panel 2.In this structure, horizontal adjustment part 31 and diagonal brace regulating part 32 are formed and connect and support by montant 12 and two braces 13 respectively;It is connected with the base plate of agent structure by built-in fitting 5 bottom base 11, and is fastenedly connected by connection member 4 and base 11 bottom panel 2, can prevent panel 2 from floating.
In the present embodiment, base 11 front bottom end is provided with dodges oblique angle, can avoid producing collision with base plate axil angle.
In the present embodiment, being provided with bracing piece 14 between two braces 13 on base 11, the brace 13 being positioned at middle part is connected with montant 12.In this structure, the truss structure that bracing frame 1 is welded for I-steel, bracing piece 14 connects two braces 13, it is ensured that the intensity of brace 13, and the brace 13 being positioned at middle part is connected, with montant 12, the intensity that can improve whole bracing frame.
In the present embodiment, being provided with a spike 111 bottom base 11, be provided with connecting plate 112 bottom a spike 111, built-in fitting 5 top is provided with screw thread, bottom is provided with kink, is fastenedly connected by nut after connecting plate 112 and built-in fitting 5 socket.In this structure, built-in fitting 5 bottom 90-degree bent forms kink, can prevent built-in fitting 5 from deviating from, improving the stretching resistance of built-in fitting 5, top car silk is provided with screw thread, with upper and lower two nut threads fastening after connecting plate 112, play the effect of firm banking 11, to reach the effect of thrust.
In the present embodiment, locating chucking tools 6 for built-in fitting 5 is shaped spacing when being additionally included in the base plate building agent structure, locating chucking tools 6 includes position-limited rack 61, is fixed with limiting plate 62, is fastenedly connected by upper and lower two nuts after limiting plate 62 and built-in fitting 5 socket bottom position-limited rack 61.In this structure, by position-limited rack 61 and limiting plate 62, the sizing of built-in fitting 5 is spacing, built-in fitting 5 is buried underground when building the base plate of agent structure precision and perpendicularity can be ensured, when underplate concrete final set, locating chucking tools 6 can be dismantled, can bracing frame 1 and built-in fitting 5 being attached, it is simple and reliable for structure.
In the present embodiment, plate 2 includes steel skeleton 21 and polylith plywood 22, the coagulation of steel skeleton 21 is built side and is provided with caulking groove, and each plywood 22 is connected with steel skeleton 21 by dormant bolt after embedding caulking groove, and the two ends of horizontal adjustment part 31 and diagonal brace regulating part 32 are hinged with steel skeleton 21 and bracing frame 1 respectively.In this structure, each plywood 22 is connected with steel skeleton 21 by dormant bolt, when one of plywood 22 is impaired, it is possible to screws out dormant bolt and is replaced, again fixes with dormant bolt, and floating with powder of lacquer putty for use on, substantially increases panel and changes efficiency.
In the present embodiment, steel skeleton 21 top-hung is connected to operating platform 7.In this structure, the pouring construction of workmen is easy in the setting of operating platform 7, and adopts the form of mounting to be easy to bulk handling.
Embodiment 2:
Fig. 2 to Fig. 9 illustrates present invention the second embodiment for the template assembly of subway station side wall, and this template assembly is substantially the same manner as Example 1, differs only in: the bottom of bracing frame 1 is connected with the middle plate of agent structure by built-in fitting 5;Base 11 front bottom end dodge oblique angle, water-blocking bank with middle plate can be avoided to produce collision;Built-in fitting 5 bottom 90-degree bent forms kink, can prevent built-in fitting 5 from deviating from the one hand, improves the stretching resistance of built-in fitting 5, adapt on the other hand thickness less in harden structure.
The site operation flow process of this template assembly system is as follows: 1, built-in fitting 5 is buried underground, install immediately after base plate or middle plate reinforcing bar binding complete, by upper and lower two nuts, built-in fitting 5 is fixed in the spacing hole on the limiting plate 62 of locating chucking tools 6, after underplate concrete final set, takes locating chucking tools 6 away;2, prepare before lifting, panel 2 should be cleaned before lifting clean and brushing releasing agent, adjustment parts 3 are suspended on the main back cord otic placode of panel 2 by high-strength bolt subsequently;3, bracing frame 1 lifts, and is lifted successively by bracing frame 1 above station base plate or middle plate, makes the connecting plate 112 bottom a spike 111 be fixed on base plate or middle plate through built-in fitting 5, and by steel channel connector, bracing frame 1 is connected into entirety;4, panel 2 lifts, panel 2 is lifted to bracing frame 1, first pass through regulate parts 4 by panel 2 with bracing frame 1 pre-connection the perpendicularity and the horizontal level that regulate panel 2 by regulating parts 3, tightened together being connected with bracing frame 1 front end bottom panel 2 by connection member 4 subsequently, by flower basket bolt and template taper pin, each piece of panel 2 is connected into entirety;5, concrete placings operating platform 7 is installed, and is hanging in the connection otic placode being welded on the main back cord of panel 2 by the operating platform 7 with connecting pin, and the operating platform 7 of each piece of panel 2 correspondence is connected into entirety;6, concreting, form removal and maintenance, concreting complete and reach prescribed strength after according to first filling the order form removal component architecture torn open afterwards, and on side wall hang geotextiles showering curing.
Although the present invention discloses as above with preferred embodiment, but is not limited to the present invention.Any those of ordinary skill in the art, when without departing from technical solution of the present invention scope, may utilize the technology contents of the disclosure above and technical solution of the present invention are made many possible variations and modification, or be revised as the Equivalent embodiments of equivalent variations.Therefore, every content without departing from technical solution of the present invention, according to the technology of the present invention essence to any simple modification made for any of the above embodiments, equivalent variations and modification, all should drop in the scope of technical solution of the present invention protection.

Claims (10)

1. the template assembly for subway station side wall, including bracing frame (1) and panel (2), described panel (2) is arranged on bracing frame (1), it is characterized in that: between main back cord and the bracing frame (1) of described panel (2), be provided with the adjustment parts (3) for adjusting panel (2) horizontal displacement and perpendicularity, being fastenedly connected by connection member (4) and bracing frame (1) bottom it after described panel (2) adjustment, the bottom of support frame as described above (1) is connected with the base plate of agent structure or middle plate by built-in fitting (5).
2. the template assembly for subway station side wall according to claim 1, it is characterized in that: described adjustment parts (3) include being arranged on the horizontal adjustment part (31) of panel (2) bottom and are arranged on the diagonal brace regulating part (32) at panel (2) middle part and top, and the two ends of described horizontal adjustment part (31) and diagonal brace regulating part (32) are hinged with panel (2) and bracing frame (1) respectively.
3. the template assembly for subway station side wall according to claim 2, it is characterized in that: described horizontal adjustment part (31) includes intermediate sleeve (311) and two radicle screw rods (312), the female thread at described intermediate sleeve (311) two ends is oppositely arranged, and two radicle screw rods (312) are threadeded with intermediate sleeve (311) two ends respectively and two radicle screw rods (312) are hinged with panel (2) and bracing frame (1) respectively.
4. the template assembly for subway station side wall according to claim 3, it is characterized in that: described diagonal brace regulating part (32) includes middle screw rod (321) and two end sleeves (322), the external screw thread at described middle screw rod (321) two ends is oppositely arranged, and two end sleeves (322) threaded with middle screw rod (321) two ends respectively and two end sleeves (322) are hinged with panel (2) and bracing frame (1) respectively.
5. the template assembly for subway station side wall according to any one of claim 2 to 4, it is characterized in that: support frame as described above (1) includes base (11), base (11) bottom is connected with the base plate of agent structure or middle plate by built-in fitting (5), described base (11) is provided with montant (12) and two braces (13), the two ends of described horizontal adjustment part (31) are hinged with panel (2) and montant (12) respectively, the two ends of two diagonal brace regulating parts (32) are hinged with panel (2) and two braces (13) respectively, described panel (2) bottom is fastenedly connected by connection member (4) and base (11).
6. the template assembly for subway station side wall according to claim 5, it is characterised in that: being provided with bracing piece (14) between two braces (13) on described base (11), the brace (13) being positioned at middle part is connected with montant (12).
7. the template assembly for subway station side wall according to claim 6, it is characterized in that: described base (11) bottom is provided with a spike (111), described spike (111) bottom is provided with connecting plate (112), described built-in fitting (5) top is provided with screw thread, bottom is provided with kink, is fastenedly connected by nut after described connecting plate (112) and built-in fitting (5) socket.
8. the template assembly for subway station side wall according to claim 7, it is characterized in that: locating chucking tools (6) for built-in fitting (5) is shaped spacing when being additionally included in the base plate or middle plate of building agent structure, described locating chucking tools (6) includes position-limited rack (61), described position-limited rack (61) bottom is fixed with limiting plate (62), is fastenedly connected by nut after described limiting plate (62) and built-in fitting (5) socket.
9. the template assembly for subway station side wall according to any one of claim 2 to 4, it is characterized in that: described panel (2) includes steel skeleton (21) and polylith plywood (22), the coagulation of described steel skeleton (21) is built side and is provided with caulking groove, each described plywood (22) is connected with steel skeleton (21) by dormant bolt after embedding caulking groove, and the two ends of described horizontal adjustment part (31) and diagonal brace regulating part (32) are hinged with steel skeleton (21) and bracing frame (1) respectively.
10. the template assembly for subway station side wall according to claim 9, it is characterised in that: described steel skeleton (21) top-hung is connected to operating platform (7).
CN201610272864.8A 2016-04-28 2016-04-28 Template component for subway station side wall Active CN105781100B (en)

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CN105781100B CN105781100B (en) 2019-03-08

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Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107035136A (en) * 2017-04-19 2017-08-11 天长市华利机械实业有限公司 A kind of scaffold fastenings easy for installation
CN108204144A (en) * 2018-03-01 2018-06-26 山东大学 For assisting the bearing diagonal and its application method of prefabricated wallboard installation
CN109083408A (en) * 2018-08-17 2018-12-25 庐江荣睿建设工程有限公司 A kind of shear wall pours device for fixing module and construction method
CN111021414A (en) * 2019-12-31 2020-04-17 天津新亚太工程建设监理有限公司 Template support assembly for subway station side wall and supervision method thereof
CN112240027A (en) * 2020-10-30 2021-01-19 浙江世润建创科技发展有限公司 Concrete precast slab slope protection cast-in-place capping slab template structure and construction method
CN114046044A (en) * 2021-10-27 2022-02-15 安徽送变电工程有限公司 Formwork support fastening tool

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4000400A1 (en) * 1990-01-09 1991-07-11 Baumann Verwertungs Gmbh Support for shuttering panel - is used for erecting concrete structure and has struts of adjustable length
CN201165756Y (en) * 2007-12-25 2008-12-17 北京卓良模板有限公司 Single side wall moulding board apparatus
KR200445213Y1 (en) * 2008-08-13 2009-07-07 이천우 Support for mold
CN101839061A (en) * 2010-05-06 2010-09-22 中国建筑第二工程局有限公司 Cast-in-place concrete arc outer wall single-side formwork system and construction method thereof
CN102352607A (en) * 2011-10-28 2012-02-15 中铁四局集团第四工程有限公司 Full water stopping side wall template system
CN102704949A (en) * 2012-06-14 2012-10-03 中交四航局第一工程有限公司 No-pull rod side wall construction method for underground tunnel and formwork trolley for construction
CN203394052U (en) * 2013-08-13 2014-01-15 北京市市政四建设工程有限责任公司 Side wall template support structure
CN205804939U (en) * 2016-04-28 2016-12-14 中国水利水电第八工程局有限公司 template assembly for subway station side wall

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4000400A1 (en) * 1990-01-09 1991-07-11 Baumann Verwertungs Gmbh Support for shuttering panel - is used for erecting concrete structure and has struts of adjustable length
CN201165756Y (en) * 2007-12-25 2008-12-17 北京卓良模板有限公司 Single side wall moulding board apparatus
KR200445213Y1 (en) * 2008-08-13 2009-07-07 이천우 Support for mold
CN101839061A (en) * 2010-05-06 2010-09-22 中国建筑第二工程局有限公司 Cast-in-place concrete arc outer wall single-side formwork system and construction method thereof
CN102352607A (en) * 2011-10-28 2012-02-15 中铁四局集团第四工程有限公司 Full water stopping side wall template system
CN102704949A (en) * 2012-06-14 2012-10-03 中交四航局第一工程有限公司 No-pull rod side wall construction method for underground tunnel and formwork trolley for construction
CN203394052U (en) * 2013-08-13 2014-01-15 北京市市政四建设工程有限责任公司 Side wall template support structure
CN205804939U (en) * 2016-04-28 2016-12-14 中国水利水电第八工程局有限公司 template assembly for subway station side wall

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107035136A (en) * 2017-04-19 2017-08-11 天长市华利机械实业有限公司 A kind of scaffold fastenings easy for installation
CN108204144A (en) * 2018-03-01 2018-06-26 山东大学 For assisting the bearing diagonal and its application method of prefabricated wallboard installation
CN109083408A (en) * 2018-08-17 2018-12-25 庐江荣睿建设工程有限公司 A kind of shear wall pours device for fixing module and construction method
CN111021414A (en) * 2019-12-31 2020-04-17 天津新亚太工程建设监理有限公司 Template support assembly for subway station side wall and supervision method thereof
CN112240027A (en) * 2020-10-30 2021-01-19 浙江世润建创科技发展有限公司 Concrete precast slab slope protection cast-in-place capping slab template structure and construction method
CN112240027B (en) * 2020-10-30 2022-05-27 浙江世润建创科技发展有限公司 Concrete precast slab slope protection cast-in-place capping slab template structure and construction method
CN114046044A (en) * 2021-10-27 2022-02-15 安徽送变电工程有限公司 Formwork support fastening tool
CN114046044B (en) * 2021-10-27 2022-06-14 安徽送变电工程有限公司 Formwork support fastening tool

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