CN113931446A - Construction method of one-time pouring bay window template supporting structure - Google Patents

Construction method of one-time pouring bay window template supporting structure Download PDF

Info

Publication number
CN113931446A
CN113931446A CN202111489745.5A CN202111489745A CN113931446A CN 113931446 A CN113931446 A CN 113931446A CN 202111489745 A CN202111489745 A CN 202111489745A CN 113931446 A CN113931446 A CN 113931446A
Authority
CN
China
Prior art keywords
wood
template
formwork
vertical
bay window
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
CN202111489745.5A
Other languages
Chinese (zh)
Other versions
CN113931446B (en
Inventor
王桂龙
张轶群
于海斌
刘新
田晨阳
朱然
杨振宇
杨光
李哲
李世晋
袁鹏
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 First Group Corp Ltd
Original Assignee
China Construction First Group Corp 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 First Group Corp Ltd filed Critical China Construction First Group Corp Ltd
Priority to CN202111489745.5A priority Critical patent/CN113931446B/en
Publication of CN113931446A publication Critical patent/CN113931446A/en
Application granted granted Critical
Publication of CN113931446B publication Critical patent/CN113931446B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G15/00—Forms or shutterings for making openings, cavities, slits, or channels
    • E04G15/02—Forms or shutterings for making openings, cavities, slits, or channels for windows, doors, or the like
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/06—Tying means; Spacers ; Devices for extracting or inserting wall ties
    • E04G17/065—Tying means, the tensional elements of which are threaded to enable their fastening or tensioning
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/02—Conveying or working-up concrete or similar masses able to be heaped or cast
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G9/00—Forming or shuttering elements for general use
    • E04G9/02—Forming boards or similar elements
    • E04G9/04—Forming boards or similar elements the form surface being of wood

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Wood Science & Technology (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

A construction method of a one-time pouring bay window formwork erecting structure belongs to the technical field of construction formwork erecting and is used for one-time pouring of an upper structural plate and a lower structural plate of a bay window. This application can make the luffer boards structure of wafing once only pour the shaping along with the major structure, avoids the secondary to pour, has solved the problem that can't fix on the PC board and has hung the mould support simultaneously, has the effect of making things convenient for site operation and reduction of erection time.

Description

Construction method of one-time pouring bay window template supporting structure
Technical Field
The invention belongs to the technical field of constructional engineering, and particularly relates to a construction method of a one-time pouring bay window formwork erecting structure.
Background
In the current high-rise building design, the building facade is often more complicated in modeling, and the outer wall node is many, and especially modern apartment formula building has often designed a large amount of windows that waft, and to the window board that wafts about designing in the construction usually divide equally to accomplish for twice pouring. Because the concrete pouring amount of the secondary pouring floating window plate is relatively small, the situation that the small-volume concrete is not supplied timely or is supplied intermittently can often occur in the actual concrete supply process, and great influence is caused on the construction progress and the integral coordination of resources. Meanwhile, in the deepening design of the individual steel climbing frame, the fixed support can be arranged on the secondary pouring floating window plate vertical wall, and under the condition, the waiting time before the climbing frame is lifted can be effectively shortened only by finishing the secondary pouring of the floating window plate as soon as possible. The technology that the bay window board can not be poured once causes the influence of to a great extent to time limit for a project and construction organization, can indirectly cause construction cost to increase. Therefore, the problem to be solved urgently is to realize one-time pouring of the floating window plate.
Disclosure of Invention
The invention aims to provide a construction method of a one-time pouring bay window formwork supporting structure, which can realize one-time pouring of an upper bay window structural plate and a lower bay window structural plate, avoid secondary forming, improve the overall rigidity and stability of a vertical hanging die, enable the whole formwork supporting system to work cooperatively, jointly bear the external force effects of the self weight, the lateral pressure, the construction load and the like of concrete, and reduce the deformation of a building formwork in the concrete pouring process.
In order to achieve the purpose, the invention adopts the following technical scheme:
a construction method of a one-time pouring bay window formwork erecting structure comprises the following steps:
step 1, erecting a lower support frame, installing a wood template I with a horizontal downward floating window plate on the lower support frame, installing a vertical wood template I on the outer side of the wood template I, installing battens on the outer side of the vertical wood template I, and drawing and fixing the battens with the wood template I through iron wires; a vertical steel frame wood formwork I is arranged at the end part of the inner side of the wood formwork I;
step 2, installing a horizontal steel template on a steel frame wood template I, hoisting a PC (polycarbonate) plate on the steel template, after finishing binding a lower bay window plate and a boundary beam steel bar, placing an integrated mould hanging bracket on the PC plate, marking a mark position by referring to white paint on a reinforcing device when the position of the integrated mould hanging bracket is determined through the reinforcing device on the integrated mould hanging bracket, wherein the mark position is the width position of vertical concrete, rechecking by using a tape measure and accurately positioning, welding and fixing the integrated mould hanging bracket and the truss steel bar exposed on the PC plate, finally hoisting a steel frame wood template II on the integrated mould hanging bracket, and wedging and fixing by using a wood wedge;
step 3, after the position of a common suspended formwork support I is determined on a wooden formwork I of a lower bay window plate, a plastic nail holder arranged at the bottom of a support rod of the common suspended formwork support I is utilized, the common suspended formwork support I is fixed on the wooden formwork I through an iron nail, a double-batten main keel at the outer side of a boundary beam and a vertical wooden formwork II are installed on the common suspended formwork support I and are wedged and fixed through a wooden wedge, the vertical wooden formwork II is located between the double-batten main keel and a steel frame wooden formwork II, wooden square secondary keels are installed between the double-batten main keel and the vertical wooden formwork II at equal intervals, the steel frame wooden formwork I, the double-batten main keel and the vertical wooden formwork II are fixed through a split screw, and a steel gasket is installed between a locking nut of the split screw and the double-batten main keel;
step 4, a hole is formed in the vertical wood formwork II on the outer side of the boundary beam, which is opposite to the end part of the reinforcing device on the integrated hanging formwork support on the PC board, a harness cord screw is screwed into a plastic nut at the end part of the reinforcing device through the hole to be connected into a whole, and the lengthened harness cord screw penetrates through the double-batten main keel and the vertical wood formwork II to be connected and fixed with the exposed truss steel bars on the PC board;
step 5, placing a concrete cushion block on the wood template I of the downward floating window plate, wherein the thickness of the concrete cushion block is equal to that of the downward floating window plate, installing a support steel pipe on the concrete cushion block, installing a jacking on the support steel pipe, and finally installing a steel pipe main keel on the jacking; a wood template II of an upper bay window plate is supported on the steel pipe main keel, a batten secondary keel is placed between the wood template II of the upper bay window plate and the steel pipe column keel, the top of the wood template II of the upper bay window plate is nailed with the top of a steel frame wood template II which is vertical outside the boundary beam, finally, the wood template II of the upper bay window plate and the steel frame wood template II are fixed in a pulling mode through a peripheral reinforcing device and a harness cord screw which are arranged at the inner end of the wood template II, and an outer vertical wood template III and the batten secondary keel are arranged at a concrete line position at the outer end of the wood template II;
step 6, after the binding of the upper steel bars of the wood template II of the upper bay window plate is finished, installing and hoisting a common mould hanging bracket II on the wood template II of the upper bay window plate, and fixing the common mould hanging bracket II on the wood template II of the upper bay window plate by using iron nails through a plastic nail holder arranged at the bottom of a supporting rod of the common mould hanging bracket II after the position of the common mould hanging bracket II is determined; installing a concrete line inner side template on the common suspended formwork support II, wedging the concrete line inner side template through a batten secondary keel and a wood wedge, connecting and fixing the line inner side template and the outer side template through template braces by using iron nails, and arranging the template braces at equal intervals along the length direction of the concrete line; limiting the horizontal relative displacement of the template to ensure the width of the lines to be consistent;
and 7, checking and accepting, and pouring the concrete at one time.
The invention has the technical effects that:
1. the common mould hanging bracket and the peripheral reinforcing device are utilized, so that the upper and lower floating window plates can be poured at one time along with the main body structure. Utilize the integral type to hang the mould support, through being connected fixedly with the exposed truss reinforcing bar spot welding of PC board, solved the unable fixed problem of hanging the mould support of nail that uses on the PC board, improve stability. And the forming width of the concrete boundary beam is ensured by using the mark of white paint marked on the reinforcing device. The plastic bolt caps of the peripheral reinforcing devices are used for propping the vertical templates on the inner side and the outer side, and the lengthened harness cord screws are used for pulling the inner support of the templates outwards, so that the relative distance between the vertical templates on the inner side and the outer side is strictly controlled, and the position accuracy of the vertical templates is ensured.
2. By adopting the technical scheme, the overall rigidity and stability of the vertical hanging formwork can be improved, the formwork and the keel work together to bear the external force effects of the dead weight, the lateral pressure, the construction load and the like of the concrete, and the deformation of the building formwork in the concrete pouring process is reduced.
3. Through adopting above-mentioned technical scheme, the problem of the once only pouring of wafing window board concrete has fundamentally been solved, especially also be applicable to PC coincide floor design equally, the adaptability is stronger, and construction cost is low, and it is convenient, swift, firm to consolidate, can guarantee concrete shaping quality, be fit for the engineering project large tracts of land popularization that has the wafing window, still be applicable to structure lifter plate, go up anti-roof beam, concrete turn-ups molding, the anti-bank of water room concrete is once only pour the position such as along with a structure simultaneously, has very good popularization prospect.
Drawings
FIG. 1 is a schematic view of a supporting structure of a one-time poured bay window plate template in a PC floor slab project;
1-wood formwork I, 2-vertical wood formwork I, 3-batten, 4-iron wire, 5-steel frame wood formwork I, 6-steel formwork, 7-PC board, 8-integrated formwork hanging bracket, 9-truss steel bar, 10-steel frame wood formwork II, 11-common formwork hanging bracket I, 12-double-batten main keel, 13-vertical wood formwork II, 14-batten secondary keel, 15-split screw, 16-concrete cushion block, 17-supporting steel pipe, 18-top bracket, 19-steel pipe main keel, 20-wood formwork II, 21-harness screw, 22-vertical wood formwork III, 23-common formwork hanging bracket II, 24-line inner side formwork, 25-outer side formwork, 26-formwork brace and 27-steel gasket.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings and examples.
As shown in fig. 1, a construction method of a one-time pouring bay window formwork erecting structure includes the following steps:
step 1, erecting a lower support frame, installing a wood template I1 with a horizontal downward-floating window plate on the lower support frame, installing a vertical wood template I2 on the outer side of the wood template I1, installing a batten 3 on the outer side of the vertical wood template I2, and drawing and fixing the batten 3 with the wood template I1 through iron wires 4; a vertical steel frame wood formwork I5 is arranged at the end part of the inner side of the wood formwork I1;
step 2, installing a horizontal steel template 6 on a steel frame wood template I5, hoisting a PC (personal computer) plate 7 on the steel template 6, after finishing binding a lower bay window plate and a boundary beam steel bar, placing an integrated suspended mold support 8 on the PC plate 7, marking a mark position according to white paint on the reinforcer when the position of the integrated suspended mold support 8 is determined through the reinforcer on the integrated suspended mold support 8, wherein the mark position is a vertical concrete width position, performing accurate rechecking and post-positioning by using a measuring tape, welding and fixing the integrated suspended mold support 8 and a truss steel bar 9 exposed on the PC plate 7, finally hoisting a steel frame wood template II 10 on the integrated suspended mold support 8, and performing wedge fastening and fixation through wood wedges, so that the width of the boundary beam concrete can be ensured, and the stability of fixing the integrated suspended mold support 8 and a vertical wood template II 13 is improved;
step 3, after the position of a common mould hanging bracket I11 is determined on a wood template I1 of a lower bay window plate, a plastic nail holder arranged at the bottom of a supporting rod of the common mould hanging bracket I11 is utilized, an iron nail is used for fixing the common mould hanging bracket I11 on the wood template I1, the stability of the common mould hanging bracket I11 is improved, and further the stability of the mould hanging bracket I11 is improved, the common mould hanging bracket I11 is arranged along the length direction of the lower bay window plate at a distance of 500mm, a double-batten main keel 12 and a vertical wood template II 13 outside a boundary beam are arranged on the common mould hanging bracket I11 and are fixed through wood wedge tightening, the vertical wood template II 13 is positioned between the double-batten main keel 12 and a steel frame wood template II 10, square secondary keels 14 are arranged between the double-batten main keel 12 and the vertical wood template II 13 at equal intervals, the distance between adjacent wood square secondary keels 14 is 200mm, and the bottom of the steel frame wood template I1 is fixed through a split screw 15, The double-batten main keel 12 and the vertical wood formwork II 13 are provided with the steel gasket 27 between the locking nut of the counter-pull screw 15 and the double-batten main keel 12, so that the integral rigidity and stability of the vertical hanging formwork can be improved, the formwork and the keel work together to bear the external force effects such as the self weight, the lateral pressure and the construction load of concrete, and the deformation of the building formwork in the concrete pouring process is reduced;
step 4, a hole is formed in the vertical wood template II 13 on the outer side of the boundary beam, which is opposite to the end part of the reinforcement device on the integrated hanging formwork support 8 on the PC board 7, a harness cord screw 21 is screwed into a plastic nut at the end part of the reinforcement device through the hole to be connected into a whole, and the lengthened harness cord screw 21 penetrates through the double-batten main keel 12 and the vertical wood template II 13 to be connected and fixed with the exposed truss steel bars 9 on the PC board 7;
step 5, placing a concrete cushion block 16 on the wood template I1 of the downward floating window board, wherein the thickness of the concrete cushion block is equal to that of the downward floating window board, installing a support steel pipe 17 on the concrete cushion block 16, installing a jacking 18 on the support steel pipe 17, and finally installing a steel pipe main keel 19 on the jacking 18; a wood template II 20 of the upper floating window plate is supported on the steel pipe main keel 19, a batten secondary keel 14 is arranged between the wood template II 20 of the upper floating window plate and the steel pipe column keel, the wood template II 20 of the upper floating window plate is nailed with the top of a steel frame wood template II 10 which is vertical to the outer side of the boundary beam, finally, the wood template II 20 of the upper floating window plate and the steel frame wood template II 10 are fixed in a pulling mode through a peripheral reinforcing device and a harness screw 21 which are arranged at the inner end of the peripheral reinforcing device, and when the peripheral reinforcing device is installed, positioning according to the position of a wall thickness control line which is sprayed in advance on the peripheral reinforcing device, aligning a plastic nut with a bolt hole of the steel frame wood template II 10, aligning the plastic nut on the outer side of the steel frame wood template II 10 by using a harness cord screw 21 and screwing in, the external vertical wood formwork III 22 and the batten secondary keel 14 are arranged at the concrete line at the external side end part of the wood formwork II 20;
step 6, after the steel bars on the upper portion of the wood template II 20 of the upper bay window plate are bound, installing and hoisting a common mould hanging bracket II 23 on the wood template II 20 of the upper bay window plate, and fixing the common mould hanging bracket II 23 on the wood template II 20 of the upper bay window plate by using iron nails through a plastic nail holder arranged at the bottom of a supporting rod of the common mould hanging bracket II 23 after the position of the common mould hanging bracket II 23 is determined; installing a concrete line inner side template 24 on a common suspended formwork support II 23, wedging the concrete line inner side template through a batten secondary keel 14 and a wood wedge 19, connecting and fixing the line inner side template 24 and an outer side template 25 through template braces 26 by using iron nails, arranging the template braces 26 at equal intervals along the length direction of the concrete line, limiting the horizontal relative displacement of the templates and ensuring the width of an edge beam;
and 6, checking and accepting, and pouring the concrete at one time.
The above is a preferred embodiment of the present application, and the scope of protection of the present application is not limited by the above, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.

Claims (1)

1. A construction method of a one-time pouring bay window formwork erecting structure is characterized by comprising the following steps:
step 1, erecting a lower support frame, installing a wood template I with a horizontal downward floating window plate on the lower support frame, installing a vertical wood template I on the outer side of the wood template I, installing battens on the outer side of the vertical wood template I, and drawing and fixing the battens with the wood template I through iron wires; a vertical steel frame wood formwork I is arranged at the end part of the inner side of the wood formwork I;
step 2, installing a horizontal steel template on the steel frame wood template I, hoisting a PC (polycarbonate) plate on the steel template, placing an integrated mould hanging bracket on the PC plate after binding the lower bay window plate and the edge beam steel bars, welding and fixing the integrated mould hanging bracket and the exposed truss steel bars on the PC plate, and finally hoisting a steel frame wood template II on the integrated mould hanging bracket and wedging and fixing the steel frame wood template II through wood wedges;
step 3, after the position of a common hanging formwork support I is determined on a wood formwork I of a lower bay window plate, fixing the common hanging formwork support I on the wood formwork I by using iron nails, installing a double-batten main keel and a vertical wood formwork II outside a boundary beam on the common hanging formwork support I, and wedging and fixing the double-batten main keel and the vertical wood formwork II through wood wedges, wherein the vertical wood formwork II is positioned between the double-batten main keel and the steel frame wood formwork II, wood square secondary keels are installed between the double-batten main keel and the vertical wood formwork II at equal intervals, the steel frame wood formwork I, the double-batten main keel and the vertical wood formwork II are fixed through split screws, and steel gaskets are installed between locking nuts of the split screws and the double-batten main keels;
step 4, a hole is formed in the vertical wood formwork II on the outer side of the boundary beam, which is opposite to the end part of the reinforcing device on the integrated hanging formwork support on the PC board, a harness cord screw is screwed into a plastic nut at the end part of the reinforcing device through the hole to be connected into a whole, and the lengthened harness cord screw penetrates through the double-batten main keel and the vertical wood formwork II to be connected and fixed with the exposed truss steel bars on the PC board;
step 5, placing a concrete cushion block on the wood template I of the downward floating window plate, wherein the thickness of the concrete cushion block is equal to that of the downward floating window plate, installing a support steel pipe on the concrete cushion block, installing a jacking on the support steel pipe, and finally installing a steel pipe main keel on the jacking; a wood template II of an upper bay window plate is supported on the steel pipe main keel, a batten secondary keel is placed between the wood template II of the upper bay window plate and the steel pipe column keel, the top of the wood template II of the upper bay window plate is nailed with the top of a steel frame wood template II which is vertical outside the boundary beam, finally, the wood template II of the upper bay window plate and the steel frame wood template II are fixed in a pulling mode through a peripheral reinforcing device and a harness cord screw which are arranged at the inner end of the wood template II, and an outer vertical wood template III and the batten secondary keel are arranged at a concrete line position at the outer end of the wood template II;
step 6, after the binding of the upper steel bars of the wood template II of the upper bay window plate is finished, installing and hoisting a common mould hanging bracket II on the wood template II of the upper bay window plate, and fixing the common mould hanging bracket II on the wood template II of the upper bay window plate by using iron nails through a plastic nail holder arranged at the bottom of a supporting rod of the common mould hanging bracket II after the position of the common mould hanging bracket II is determined; installing a concrete line inner side template on the common suspended formwork support II, wedging the concrete line inner side template through a batten secondary keel and a wood wedge, and connecting and fixing the line inner side template and the line outer side template through template bracing strips by using iron nails;
and 7, checking and accepting, and pouring the concrete at one time.
CN202111489745.5A 2021-12-08 2021-12-08 Construction method of one-time pouring bay window formwork erecting structure Active CN113931446B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202111489745.5A CN113931446B (en) 2021-12-08 2021-12-08 Construction method of one-time pouring bay window formwork erecting structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202111489745.5A CN113931446B (en) 2021-12-08 2021-12-08 Construction method of one-time pouring bay window formwork erecting structure

Publications (2)

Publication Number Publication Date
CN113931446A true CN113931446A (en) 2022-01-14
CN113931446B CN113931446B (en) 2022-10-28

Family

ID=79288877

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202111489745.5A Active CN113931446B (en) 2021-12-08 2021-12-08 Construction method of one-time pouring bay window formwork erecting structure

Country Status (1)

Country Link
CN (1) CN113931446B (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114263347A (en) * 2022-02-11 2022-04-01 中建八局第二建设有限公司 Construction method of house floating window
CN114458008A (en) * 2022-03-11 2022-05-10 江苏省水利勘测设计研究院有限公司 Reinforcing apparatus for building templates
CN114876192A (en) * 2022-06-09 2022-08-09 中国十七冶集团有限公司 Method for installing and reinforcing aluminum alloy template of bay window of high-rise building
CN115653289A (en) * 2022-09-30 2023-01-31 中国建筑第七工程局有限公司 A bay window formwork reinforcement system and its construction method
CN116971602A (en) * 2023-08-19 2023-10-31 中建三局第一建设工程有限责任公司 Formwork supporting system for outer floating plate and construction method
CN118622004A (en) * 2024-06-06 2024-09-10 上海建工七建集团有限公司 A detachable flip formwork support device with lower hanging side beam and construction method

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2846567Y (en) * 2005-12-01 2006-12-13 清华大学建筑设计研究院 Steel net structure concrete composite building
CN204781957U (en) * 2015-07-15 2015-11-18 中国建筑第二工程局有限公司 Supporting platform for bay window construction
CN107035143A (en) * 2017-05-27 2017-08-11 山西建筑工程有限公司 Heat insulation formwork integrated board installation form support and its reinforcement means at the luffer boards that float
US11125383B1 (en) * 2019-11-05 2021-09-21 Mark Fong Adjustable support device for bay windows and other protruding building structures
CN215670807U (en) * 2021-09-10 2022-01-28 上海尤安一合建筑设计事务所有限公司 A three-dimensional structure of an aluminum plate on the exterior facade of a bay window

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2846567Y (en) * 2005-12-01 2006-12-13 清华大学建筑设计研究院 Steel net structure concrete composite building
CN204781957U (en) * 2015-07-15 2015-11-18 中国建筑第二工程局有限公司 Supporting platform for bay window construction
CN107035143A (en) * 2017-05-27 2017-08-11 山西建筑工程有限公司 Heat insulation formwork integrated board installation form support and its reinforcement means at the luffer boards that float
US11125383B1 (en) * 2019-11-05 2021-09-21 Mark Fong Adjustable support device for bay windows and other protruding building structures
CN215670807U (en) * 2021-09-10 2022-01-28 上海尤安一合建筑设计事务所有限公司 A three-dimensional structure of an aluminum plate on the exterior facade of a bay window

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114263347A (en) * 2022-02-11 2022-04-01 中建八局第二建设有限公司 Construction method of house floating window
CN114458008A (en) * 2022-03-11 2022-05-10 江苏省水利勘测设计研究院有限公司 Reinforcing apparatus for building templates
CN114458008B (en) * 2022-03-11 2024-02-13 江苏省水利勘测设计研究院有限公司 Reinforcing apparatus for building templates
CN114876192A (en) * 2022-06-09 2022-08-09 中国十七冶集团有限公司 Method for installing and reinforcing aluminum alloy template of bay window of high-rise building
CN115653289A (en) * 2022-09-30 2023-01-31 中国建筑第七工程局有限公司 A bay window formwork reinforcement system and its construction method
CN116971602A (en) * 2023-08-19 2023-10-31 中建三局第一建设工程有限责任公司 Formwork supporting system for outer floating plate and construction method
CN118622004A (en) * 2024-06-06 2024-09-10 上海建工七建集团有限公司 A detachable flip formwork support device with lower hanging side beam and construction method

Also Published As

Publication number Publication date
CN113931446B (en) 2022-10-28

Similar Documents

Publication Publication Date Title
CN113931446B (en) Construction method of one-time pouring bay window formwork erecting structure
CN112854745A (en) Construction process of assembled building aluminum alloy template
CN105696789A (en) Vertical aluminum mould building system and construction method thereof
CN204225145U (en) A kind of simple and easy orientation tool for basic embedding anchor bolts
CN104895318A (en) Aluminum alloy template system and construction method of same
CN202090591U (en) Lift type climbing formwork of building operations
CN115306136B (en) Inclined wall eversion climbing type steel platform construction device and method
CN210685444U (en) Quick leveling, mounting and supporting device for prefabricated external wall panel
CN110528739A (en) Integrated construction process of FS heat-insulation outer formwork, aluminum alloy formwork and climbing frame
CN110219461A (en) A kind of inner cylinder aluminum alloy pattern plate and outline border plank sheathing gang form construction method
CN105178604A (en) Construction method of assembly type superimposed floor slab
CN113482322A (en) Aluminum formwork and wood formwork combined construction method for non-standard layer structure
CN108894488A (en) A kind of construction method of Novel section steel keel steel and wood composite template
CN113482312A (en) Guide type double-layer structure elevator shaft operating platform and construction method based on platform
CN114046041B (en) Template reinforcing structure of bare concrete wall post-pouring strip and construction method thereof
CN213174260U (en) Laminated rubber shock insulation support mounting structure
CN103104090A (en) Silo house concrete whole sliding and ascending module
CN203640278U (en) Stair construction die shelf
CN111379412A (en) Kitchen bathroom stagnant water platform aluminium mould construction structures
CN205063248U (en) Prefabricated exterior wall board and precast beam hang connection structure futilely
CN107401279A (en) Disposable one-piece casting staircase wall ladder combined steel formwork installation construction method
CN202831621U (en) Integrated slipform for silo concrete
CN113502944B (en) PC exterior wall cladding structure and construction process thereof
CN212201280U (en) Stagnant water bank platform template device
CN112196257A (en) A kind of aluminum alloy formwork construction method for variable-storey building

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