CN109208753B - Novel device for limiting displacement of assembled balcony and construction method thereof - Google Patents

Novel device for limiting displacement of assembled balcony and construction method thereof Download PDF

Info

Publication number
CN109208753B
CN109208753B CN201811049950.8A CN201811049950A CN109208753B CN 109208753 B CN109208753 B CN 109208753B CN 201811049950 A CN201811049950 A CN 201811049950A CN 109208753 B CN109208753 B CN 109208753B
Authority
CN
China
Prior art keywords
balcony
steel
steel pipe
sleeves
steel plate
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.)
Active
Application number
CN201811049950.8A
Other languages
Chinese (zh)
Other versions
CN109208753A (en
Inventor
邓峰刚
周贞勇
王金伟
彭期祥
钟泳
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 Fourth Engineering Division Corp Ltd
China Construction Fourth Bureau First Construction Engineering Co Ltd
Original Assignee
China Construction Fourth Engineering Division Corp Ltd
China Construction Fourth Bureau First 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 Engineering Division Corp Ltd, China Construction Fourth Bureau First Construction Engineering Co Ltd filed Critical China Construction Fourth Engineering Division Corp Ltd
Priority to CN201811049950.8A priority Critical patent/CN109208753B/en
Publication of CN109208753A publication Critical patent/CN109208753A/en
Application granted granted Critical
Publication of CN109208753B publication Critical patent/CN109208753B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/003Balconies; Decks
    • 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
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Mechanical Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

The invention provides a novel device for limiting displacement of an assembled balcony and a construction method thereof, the novel device comprises steel tube sleeves and connecting pieces, wherein the connecting pieces are fixed at two ends of the steel tube sleeves, the two steel tube sleeves are mutually parallel, two ends of the two steel tube sleeves which are arranged in parallel are respectively fixedly connected with a steel plate base through the connecting pieces, the steel plate bases corresponding to the two ends of the steel tube sleeves are respectively fixed on a side die of a cast-in-place balcony Liang Lvmo and a balcony boundary beam which is opposite to the side die of the cast-in-place balcony Liang Lvmo through bolts, the other two steel tube sleeves are arranged in a crossed mode, and four ends of the two steel tube sleeves which are arranged in a crossed mode are respectively fixedly connected with the four steel plate bases through the connecting pieces. So as to solve the problems of instability of the prefabricated balcony and the like. Belonging to the field of building auxiliary equipment.

Description

Novel device for limiting displacement of assembled balcony and construction method thereof
Technical Field
The invention relates to a device for limiting displacement of an assembled balcony and a construction method thereof, belonging to the field of building auxiliary equipment.
Background
Along with the new trend of building industry to the development of assembled building, prefabricated assembled balcony is put into use in a large number, and balcony construction period improves greatly, but the fixed between prefabricated assembled balcony hoist and mount back and the aluminium mould is a big difficulty all the time, and the tradition is through reserving screw hole on prefabricated balcony bottom surface, then connect prefabricated balcony and aluminium mould into a whole with the bolt, but often because the error between balcony, aluminium mould reserved hole site during the construction, lead to the anchor bolt unable to install, and there is not the restriction in the horizontal direction between balcony and the aluminium mould, the prefabricated balcony exists to move the position when leading to concrete vibration.
Disclosure of Invention
The invention aims at: the utility model provides a novel device of restriction assembled balcony displacement and construction method thereof to solve prefabricated balcony unstability's problem, conventional practice is to reserve the screw hole on prefabricated balcony, through the bolt anchor after prefabricated balcony hoist and mount finishes, but often because the error between balcony, aluminium mould reserved hole site leads to the anchor bolt unable to install during the construction, and the balcony horizontal direction is unconstrained, and the balcony has the problem of horizontal migration after the concrete vibrates.
In order to solve the problems, the novel device for limiting the displacement of the fabricated balcony comprises four steel tube sleeves and connecting pieces, wherein two ends of each steel tube sleeve are respectively fixedly connected with one connecting piece in a butt joint mode, two steel tube sleeves are arranged in parallel, two ends of each steel tube sleeve in the parallel mode are respectively fixedly connected with a steel plate base through the connecting pieces, the steel plate bases corresponding to two ends of each steel tube sleeve are respectively fixed on a cast-in-place balcony Liang Lvmo side die and a balcony boundary beam opposite to the cast-in-place balcony Liang Lvmo side die through bolts, the other two steel tube sleeves are arranged in a crossed mode, bolt holes are formed in the two steel tube sleeves in the crossed mode, the bolt holes are waist-shaped holes or strip-shaped holes formed in the length direction of the steel tube sleeve, the same bolts are penetrated into the bolt holes in the two steel tube sleeves in the crossed mode, so that the two steel tube sleeves in the crossed mode are connected, and the four ends of the two steel tube sleeves in the crossed mode are respectively fixedly connected with the four steel plate bases through the connecting pieces.
In the device, the connecting piece comprises a connecting steel plate and a threaded steel bar, wherein the threaded steel bar is in butt joint with one end of the steel tube sleeve, the threaded steel bar and the steel tube sleeve are coaxially arranged, the other end of the threaded steel bar is fixedly connected with the connecting steel plate, the connecting mode can adopt welding, and the connecting steel plate is hinged with the lug plate on the steel plate base through a bolt;
in the device, the length of the bolt hole is 150mm;
in the device, the two steel tube sleeves arranged in parallel have the same length, and are respectively perpendicular to the balcony side beam and the side die of the cast-in-situ balcony Liang Lvmo, and the two steel tube sleeves arranged in a crossing manner have the same length.
The concrete construction method comprises the following steps:
the four steel plate bases are respectively fixed on a side die of the cast-in-situ balcony Liang Lvmo and a balcony side beam opposite to the side die of the cast-in-situ balcony Liang Lvmo by screwing bolts, and the two steel plate bases on the balcony side beam correspond to the two steel plate bases on the aluminum film side die of the cast-in-situ balcony beam one by one and are opposite to each other;
the ends of the four steel pipe sleeves are respectively and fixedly connected with a connecting piece formed by a steel plate and a threaded steel bar, wherein the two steel pipe sleeves with the same length are arranged in parallel, the two ends of the steel pipe sleeves which are arranged in parallel are respectively and fixedly connected with a cast-in-situ balcony Liang Lvmo side die and a steel plate base on a balcony side beam which is opposite to the cast-in-situ balcony Liang Lvmo side die in a one-to-one correspondence manner through the connecting piece, the other two steel pipe sleeves with the same length are arranged in a crossed manner, the two ends of the two steel pipe sleeves which are arranged in a crossed manner are respectively and fixedly connected with the four steel plate bases through the connecting piece, and the connecting mode of the connecting piece and the steel pipe sleeves is as follows: the threaded steel bar is in butt joint with one end of the steel tube sleeve, the threaded steel bar and the steel tube sleeve are coaxially arranged, the other end of the threaded steel bar is fixedly connected with the connecting steel plate, the connecting mode can be welding, and the connecting steel plate is hinged with the lug plate on the steel plate base through a bolt;
a bolt hole with the length of 150mm is respectively processed at the intersection of the two steel pipe sleeves which are arranged in a crossing way, and the two steel pipe sleeves are connected at the intersection by adopting bolts which sequentially pass through the two bolt holes;
and (3) rotating the steel pipe sleeve, and adjusting the balcony to a position required by design by combining a theodolite and a level meter.
Compared with the prior art, the invention adopts four steel pipe sleeves to form two symmetrically arranged triangular steel trusses, and the triangular steel trusses are fixed with the prefabricated balcony and the aluminum mould by using high-strength bolts and steel plate bases manually, so that the twisting and horizontal movement of the balcony can be effectively limited in the installation and concrete vibrating processes of the prefabricated balcony, the installation accuracy of the prefabricated balcony is ensured, and the prefabricated balcony is practical and turnover. The problem of the error between reserved holes is solved from taking adjustable connecting piece at 4 steel pipes both ends of this steel truss, and work efficiency is high, low in labor strength, safe and reliable has improved the construction progress greatly, but reuse to reduce cost.
Drawings
Fig. 1 is a schematic view of the mounting structure of the present invention.
Description of the embodiments
For the purpose of making the objects, technical solutions and advantages of the present invention more apparent, the present invention will be described in further detail with reference to the accompanying drawings.
Examples
Referring to fig. 1, this embodiment provides a novel device for limiting displacement of an assembled balcony, including four steel pipe sleeves 1 and connecting pieces, two ends of each steel pipe sleeve 1 are respectively butt-jointed and fixed with a connecting piece, wherein two steel pipe sleeves 1 are mutually parallel to each other, two ends of each steel pipe sleeve 1 which are arranged in parallel are respectively fixedly connected with a steel plate base 4 through the connecting piece, and the steel plate bases 4 corresponding to two ends of each steel pipe sleeve 1 are respectively fixed on a cast-in-place balcony Liang Lvmo side die 9 and a balcony boundary beam 8 which is opposite to the cast-in-place balcony Liang Lvmo side die 9 through bolts 3, the other two steel pipe sleeves 1 are arranged in a crossing manner, the lengths of the two steel pipe sleeves 1 which are arranged in a crossing manner are the same, bolt holes 6 are respectively formed in the two steel pipe sleeves 1 which are arranged in a crossing manner, the lengths of the two steel pipe sleeves 1 which are arranged in a parallel are the same, the two steel pipe sleeves 1 which are arranged in a parallel are respectively perpendicular to the cast-in-place balcony Liang Lvmo side die 9 and the boundary beam 8, the bolt holes 6 are waist holes which are arranged along the length direction of each steel pipe sleeve 1, the bolt holes 6 are 150mm, and the two steel pipe sleeves 1 are arranged in a crossing manner are respectively connected with the two steel pipe sleeves 1 through the four steel pipe sleeves which are arranged in a crossing manner, and the two steel pipe sleeves 1 are connected through the four steel pipe sleeves 1 which are arranged in a crossing manner.
The connecting piece comprises a connecting steel plate 2 and a threaded steel bar 7, wherein the threaded steel bar 7 is in butt joint with one end of a steel tube sleeve 1, the threaded steel bar 7 and the steel tube sleeve 1 are coaxially arranged, the other end of the threaded steel bar 7 is fixedly connected with the connecting steel plate 2, the connecting mode can be welding, the connecting steel plate 2 is hinged with an ear plate 5 on a steel plate base 4 through bolts 3, and the bolts 3 are high-strength bolts;
the concrete construction method comprises the following steps:
the four steel plate bases 4 are respectively fixed on a cast-in-situ balcony Liang Lvmo side die 9 and a balcony side beam 8 opposite to the cast-in-situ balcony Liang Lvmo side die 9 by screwing bolts 3, and the two steel plate bases 4 on the balcony side beam 8 are in one-to-one correspondence with the two steel plate bases 4 on the cast-in-situ balcony beam aluminum film side die 9 and are opposite to each other;
the end parts of the four steel pipe sleeves 1 are respectively and fixedly connected with a connecting piece formed by a steel plate 2 and a threaded steel bar 7, wherein the two steel pipe sleeves 1 with the same length are mutually arranged in parallel, the two ends of the steel pipe sleeve 1 which are mutually arranged in parallel are respectively connected and fixed with a cast-in-situ balcony Liang Lvmo side die 9 and a steel plate base 4 on a balcony boundary beam 8 which is opposite to the cast-in-situ balcony Liang Lvmo side die 9 in a one-to-one correspondence manner through the connecting piece, the other two steel pipe sleeves 1 with the same length are arranged in a crossed manner, the two ends of the two steel pipe sleeves 1 which are arranged in a crossed manner are respectively fixedly connected with the four steel plate bases 4 through the connecting piece, and the connecting mode of the connecting piece and the steel pipe sleeve 1 is as follows: the threaded steel bar 7 is in butt joint with one end of the steel tube sleeve 1 and is coaxially arranged, the other end of the threaded steel bar 7 is fixedly connected with the connecting steel plate 2, the connecting mode can be welding, and the connecting steel plate 2 is hinged with the lug plate 5 on the steel plate base 4 through the bolt 3;
a bolt hole 6 with the length of 150mm is respectively processed at the intersection of the two steel pipe sleeves 1 which are arranged in a crossing way, and the two steel pipe sleeves 1 are connected at the intersection by adopting bolts 3 which sequentially pass through the two bolt holes 6;
4 steel pipe sleeves 1 are rotated, and the balcony is adjusted to the position required by design by combining a theodolite and a level meter.

Claims (3)

1. A novel device for limiting displacement of an assembled balcony is characterized in that: the steel pipe sleeve comprises four steel pipe sleeves (1) and connecting pieces, wherein two ends of each steel pipe sleeve (1) are respectively fixedly connected with one connecting piece in a butt joint mode, the two steel pipe sleeves (1) are arranged in parallel, two ends of each steel pipe sleeve (1) which are arranged in a parallel mode are respectively fixedly connected with a steel plate base (4) through the connecting pieces, the steel plate bases (4) corresponding to the two ends of each steel pipe sleeve (1) are respectively fixed on a cast-in-situ balcony Liang Lvmo side die (9) and a balcony boundary beam (8) which is opposite to the cast-in-situ balcony Liang Lvmo side die (9) through bolts (3), the other two steel pipe sleeves (1) are arranged in a crossed mode, bolt holes (6) are respectively formed in the two steel pipe sleeves (1) which are arranged in a crossed mode, the bolt holes (6) are waist-shaped holes or strip-shaped holes which are formed in the length direction of the steel pipe sleeves (1), and the bolt holes (6) in the two steel pipe sleeves (1) which are arranged in a crossed mode are penetrated with the same bolt (3) so that the two steel pipe sleeves (1) which are arranged in a crossed mode are respectively connected with the four steel plate bases through the connecting pieces respectively; the connecting piece comprises a connecting steel plate (2) and a threaded steel bar (7), wherein the threaded steel bar (7) is in butt joint with one end of the steel tube sleeve (1) and is coaxially arranged, the other end of the threaded steel bar (7) is fixedly connected with the connecting steel plate (2), and the connecting steel plate (2) is hinged with an ear plate (5) on the steel plate base (4) through a bolt (3); the length of the bolt hole (6) is 150mm.
2. A novel device for limiting displacement of a fabricated balcony as claimed in claim 1, wherein: the lengths of the two steel tube sleeves (1) which are arranged in parallel are the same, and the two steel tube sleeves (1) which are arranged in parallel are respectively perpendicular to the balcony boundary beam (8) and the side die (9) of the cast-in-situ balcony Liang Lvmo, and the lengths of the two steel tube sleeves (1) which are arranged in a crossing manner are also the same.
3. A method of construction of a device according to any one of claims 1-2, characterized in that the specific construction method is as follows:
the four steel plate bases (4) are respectively fixed on a side die (9) of a cast-in-situ balcony Liang Lvmo and a balcony side beam (8) opposite to the side die (9) of the cast-in-situ balcony Liang Lvmo by screwing bolts (3), and the two steel plate bases (4) on the balcony side beam (8) are in one-to-one correspondence with the two steel plate bases (4) on the side die (9) of the aluminum film of the cast-in-situ balcony;
the ends of the four steel pipe sleeves (1) are respectively and fixedly connected with a connecting piece formed by a steel plate (2) and a threaded steel bar (7), wherein the two steel pipe sleeves (1) with the same length are mutually arranged in parallel, the two ends of the steel pipe sleeves (1) which are mutually arranged in parallel are respectively and correspondingly connected and fixed with a cast-in-situ balcony Liang Lvmo side die (9) and a steel plate base (4) on a balcony side beam (8) which is opposite to the cast-in-situ balcony Liang Lvmo side die (9) one by one through the connecting piece, the other two steel pipe sleeves (1) with the same length are arranged in a crossing way, and the two ends of the two steel pipe sleeves (1) which are arranged in a crossing way are also respectively and fixedly connected with the four steel plate bases (4) through the connecting piece;
a bolt hole (6) with the length of 150mm is respectively processed at the intersection of the two steel tube sleeves (1) which are arranged in a crossing way, and the two steel tube sleeves (1) are connected at the intersection by adopting bolts (3) which sequentially pass through the two bolt holes (6); and (3) rotating the four steel pipe sleeves (1), and adjusting the balcony to a position required by design by combining a theodolite and a level meter.
CN201811049950.8A 2018-09-10 2018-09-10 Novel device for limiting displacement of assembled balcony and construction method thereof Active CN109208753B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201811049950.8A CN109208753B (en) 2018-09-10 2018-09-10 Novel device for limiting displacement of assembled balcony and construction method thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201811049950.8A CN109208753B (en) 2018-09-10 2018-09-10 Novel device for limiting displacement of assembled balcony and construction method thereof

Publications (2)

Publication Number Publication Date
CN109208753A CN109208753A (en) 2019-01-15
CN109208753B true CN109208753B (en) 2023-11-21

Family

ID=64987934

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201811049950.8A Active CN109208753B (en) 2018-09-10 2018-09-10 Novel device for limiting displacement of assembled balcony and construction method thereof

Country Status (1)

Country Link
CN (1) CN109208753B (en)

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB704193A (en) * 1951-09-27 1954-02-17 Clifford Cyril Fogg Improvements in and relating to mobile moulds for the construction of buildings and similar structures
CN202544426U (en) * 2012-04-18 2012-11-21 中国十七冶集团有限公司 Combined adjustable support frame for prefabricated beams and slabs
CN103938867A (en) * 2014-04-30 2014-07-23 浙江宏超建设有限公司 Method and device for constructing combining position of floor and toilet or balcony
CN204418022U (en) * 2015-01-20 2015-06-24 四川路桥桥梁工程有限责任公司 Full bolt connects assembled tool type steel pipe post pylon
CN204691234U (en) * 2015-06-12 2015-10-07 中国化学工程第七建设有限公司 A kind of sliding mould lifting frame anti-twisting equipment
CN204715524U (en) * 2015-06-09 2015-10-21 西安市建筑工程总公司 A kind of prefabricated balcony breast board is installed and is used pre-buried type fixed structure
CN208830461U (en) * 2018-09-10 2019-05-07 中国建筑第四工程局有限公司 A kind of new device of limitation Fabricated balcony displacement

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB704193A (en) * 1951-09-27 1954-02-17 Clifford Cyril Fogg Improvements in and relating to mobile moulds for the construction of buildings and similar structures
CN202544426U (en) * 2012-04-18 2012-11-21 中国十七冶集团有限公司 Combined adjustable support frame for prefabricated beams and slabs
CN103938867A (en) * 2014-04-30 2014-07-23 浙江宏超建设有限公司 Method and device for constructing combining position of floor and toilet or balcony
CN204418022U (en) * 2015-01-20 2015-06-24 四川路桥桥梁工程有限责任公司 Full bolt connects assembled tool type steel pipe post pylon
CN204715524U (en) * 2015-06-09 2015-10-21 西安市建筑工程总公司 A kind of prefabricated balcony breast board is installed and is used pre-buried type fixed structure
CN204691234U (en) * 2015-06-12 2015-10-07 中国化学工程第七建设有限公司 A kind of sliding mould lifting frame anti-twisting equipment
CN208830461U (en) * 2018-09-10 2019-05-07 中国建筑第四工程局有限公司 A kind of new device of limitation Fabricated balcony displacement

Also Published As

Publication number Publication date
CN109208753A (en) 2019-01-15

Similar Documents

Publication Publication Date Title
CN112012340B (en) Suspension connection node for large-span cantilever steel truss and construction method thereof
US4099360A (en) Method and device for joining concrete bodies and method of constructing a multi-story building
CN107299683B (en) Compound concrete-filled tubular column assembled docks node and connection method
CN108035546B (en) Template fixing device is pour to shear force wall for building
CN206289981U (en) A kind of steel pipe truss is encorbelmented floor support plate gusseted and form bracing system
CN106284852A (en) A kind of reinforcing bar connector of plane position adjustable
CN102926554B (en) Steel hanging seat shuttering supporting and construction method thereof
CN213741552U (en) Roof rooting suspender suspension type multilayer air corridor
CN206345617U (en) Building tower crane attachment device is received in a kind of
CN109208753B (en) Novel device for limiting displacement of assembled balcony and construction method thereof
CN210216827U (en) Partition plate installation component in prefabricated building
CN206815540U (en) A kind of positioner for concrete structure built-in fitting
CN110284589B (en) Hub type precast concrete beam column assembly type self-resetting system and construction method
CN204001289U (en) There is the light steel keel partition that carries the arm of encorbelmenting
CN207211784U (en) A kind of positioner of prefabricated components installation reinforcing bar
CN102287050B (en) Construction method for long-span steel reinforced concrete roof truss
CN211973855U (en) Pipe gallery embedded part
CN214615043U (en) Prefabricated component reserved steel bar positioning and correcting device
CN208830461U (en) A kind of new device of limitation Fabricated balcony displacement
CN212002201U (en) Single-layer overhanging protection platform foundation structure
CN210658671U (en) Hub type precast concrete beam column assembly type self-resetting system
CN209817462U (en) Overhanging type supporting and positioning device for field installation of prefabricated air conditioner plate
CN210164039U (en) Steel skeleton structure house
CN207959911U (en) A kind of builder's jack gusseted
CN209228054U (en) Large cantilever combined type anchors Bailey beam operation platform

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
CP03 Change of name, title or address

Address after: 510665 Building 5, Building B, Guangzhou Information Port, 16 Keyun Road, Tianhe District, Guangzhou City, Guangdong Province

Patentee after: CHINA CONSTRUCTION FOURTH ENGINEERING DIVISION CORP.,LTD.

Country or region after: China

Patentee after: China Construction Fourth Engineering Bureau First Construction Co.,Ltd.

Address before: 510665 5th floor, building B, No.16 Keyun Road, Tianhe District, Guangzhou City, Guangdong Province

Patentee before: CHINA CONSTRUCTION FOURTH ENGINEERING DIVISION CORP.,LTD.

Country or region before: China

Patentee before: China Construction Fourth Engineering Bureau First Construction Engineering Co.,Ltd.