CN204475851U - Without supporting cantilevered plate die mould steel work in housing beam - Google Patents

Without supporting cantilevered plate die mould steel work in housing beam Download PDF

Info

Publication number
CN204475851U
CN204475851U CN201520111513.XU CN201520111513U CN204475851U CN 204475851 U CN204475851 U CN 204475851U CN 201520111513 U CN201520111513 U CN 201520111513U CN 204475851 U CN204475851 U CN 204475851U
Authority
CN
China
Prior art keywords
reinforcing bar
plate
supporting
cantilevered plate
cantilevered
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.)
Expired - Fee Related
Application number
CN201520111513.XU
Other languages
Chinese (zh)
Inventor
郑跃建
孟青
李建生
包琴琴
谷亮
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.)
Zhejiang Haitian Construction Group Co Ltd
Original Assignee
Zhejiang Haitian Construction Group 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 Zhejiang Haitian Construction Group Co Ltd filed Critical Zhejiang Haitian Construction Group Co Ltd
Priority to CN201520111513.XU priority Critical patent/CN204475851U/en
Application granted granted Critical
Publication of CN204475851U publication Critical patent/CN204475851U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Abstract

Without supporting cantilevered plate die mould steel work in housing beam, its with without support cantilevered plate excessive reinforcement bar truss mould plate (99) for Component units splicing as a whole; Bed die steel plate (3) is arranged in without supporting the excessive reinforcement bar truss mould plate of cantilevered plate (99) below; Have cantilevered plate (10) without the arranged outside supporting die mould steel work in cantilevered plate housing beam, cantilevered plate (10) is fixed on without supporting on the excessive reinforcement bar truss mould plate of cantilevered plate (99); Steel limit mould (9) is provided with inside die mould steel work without supporting in cantilevered plate housing beam; Wholely at least comprise a truss element without supporting cantilevered plate excessive reinforcement bar truss mould plate (99), a truss element is constructed as follows: reinforcing bar that winds up (1), 2 is with lower edge reinforcing bar (2), at least 2 web member reinforcing bars (4).The utility model dependency structure technical specification is good, and technique effect is good, and difficulty of construction is less; It has expected comparatively huge economic worth and social value.

Description

Without supporting cantilevered plate die mould steel work in housing beam
Technical field
The utility model relates to structure design and the applied technical field of the cantilevered plate braced structures of building upper edge, specifically provides a kind of without supporting die mould steel work in cantilevered plate housing beam.
Background technology
In prior art, in the steel bar girder application of building operations, sometimes need to arrange cantilevered plate on building, therefore need to set up the support system that can support cantilevered plate; How carelessly to piece together in prior art, its overall structure is lack of standardization temporarily, and its construction is random large, and structure is comparatively complicated, and technique effect can not ensure, working security is bad, and difficulty of construction is larger; Late maintaining maintenance difficulty is also very big.People expect to obtain a kind of technique effect better without supporting die mould steel work in cantilevered plate housing beam.
Utility model content
The purpose of this utility model is to provide a kind of technique effect better without supporting die mould steel work in cantilevered plate housing beam.
The utility model is a kind of without supporting cantilevered plate die mould steel work in housing beam, it is characterized in that: with without supporting the excessive reinforcement bar truss mould plate 99 of cantilevered plate for Component units without supporting die mould steel work in cantilevered plate housing beam, splice as a whole thus form without supporting die mould steel work in cantilevered plate housing beam; Bed die steel plate 3 is arranged in without supporting cantilevered plate with being in contact with it below excessive reinforcement bar truss mould plate 99 as construction basis;
Have cantilevered plate 10 without the arranged outside supporting die mould steel work in cantilevered plate housing beam, cantilevered plate 10 is fixed on without supporting cantilevered plate with on excessive reinforcement bar truss mould plate 99; The inner side not arranging cantilevered plate 10 without die mould steel work in support cantilevered plate housing beam is provided with steel limit mould 9;
Whole nothing supports the excessive reinforcement bar truss mould plate 99 of cantilevered plate and at least comprises a truss element, and a truss element is constructed as follows: the reinforcing bar 1,2 that winds up is with lower edge reinforcing bar 2, at least 2 web member reinforcing bars 4; Wherein: the reinforcing bar 1 that winds up is positioned at whole without supporting the excessive reinforcement bar truss mould plate top of cantilevered plate, and lower edge reinforcing bar 2 is arranged near bed die steel plate 3; Lower edge reinforcing bar 2 and the reinforcing bar 1 that winds up are arranged in parallel and 2 are arranged symmetrically with in the down either side of the reinforcing bar 1 that winds up respectively with lower edge reinforcing bar 2; Every root web member reinforcing bar 4 is connected to the reinforcing bar 1 and wherein 1 with lower edge reinforcing bar 2 of winding up all simultaneously, and the local of web member reinforcing bar 4 is in contact with it near bed die steel plate 3;
Web member reinforcing bar 4 is Cyclic flexion structure, and it is alternately connected to one with lower edge reinforcing bar 2 with the reinforcing bar 1 and same 1 that winds up; The lateral connection reinforcing bar 5 also arranged by being parallel to bed die steel plate 3 between multiple truss element be arranged in parallel is connected to one;
Lower, transverse connecting reinforcement 5 for being connected to one by multiple truss element be arranged in parallel all is fixedly connected with lower edge reinforcing bar 2; For the upper lateral connecting reinforcement 6 that the reinforcing bar 1 that winds up in multiple truss element be arranged in parallel is connected to one.
Described without supporting cantilevered plate with in excessive reinforcement bar truss mould plate, two the adjacent distances of winding up between reinforcing bar 1 in adjacent two parallel truss elements are 188mm;
Wind up reinforcing bar 1 and lower edge reinforcing bar 2 is the reinforcing bar of diameter 12mm;
Web member reinforcing bar 4 and the fixed connection structure winded up between reinforcing bar 1 or lower edge reinforcing bar 2 are welded construction; Wherein: web member reinforcing bar 4 and the length of curve of the section of being welded and fixed between reinforcing bar 1 of winding up require to be greater than 132mm.
The utility model with without support cantilevered plate with excessive reinforcement bar truss mould plate 99 for Component units, be spliced into a support system to support the engineer applied of cantilevered plate 10; Dependency structure technical specification is good, its convenient construction, and structure is comparatively simple, and technique effect can be guaranteed, and working security is good, and difficulty of construction is less; Late maintaining maintenance difficulty reduces greatly; It has expected comparatively huge economic worth and social value.
Accompanying drawing explanation
Below in conjunction with drawings and the embodiments, the utility model is described in further detail:
Fig. 1 is without supporting die mould steel work principle of compositionality simplified schematic diagram in cantilevered plate housing beam;
Fig. 2 is without supporting the excessive reinforcement bar truss mould plate 99 principle of compositionality simplified schematic diagram of cantilevered plate.
Detailed description of the invention
Embodiment 1
A kind of without supporting cantilevered plate die mould steel work in housing beam, without supporting in cantilevered plate housing beam die mould steel work with without supporting cantilevered plate with excessive reinforcement bar truss mould plate 99 for Component units, splicing as a whole thus forming without supporting die mould steel work in cantilevered plate housing beam; Bed die steel plate 3 is arranged in without supporting cantilevered plate with being in contact with it below excessive reinforcement bar truss mould plate 99 as construction basis;
Have cantilevered plate 10 without the arranged outside supporting die mould steel work in cantilevered plate housing beam, cantilevered plate 10 is fixed on without supporting cantilevered plate with on excessive reinforcement bar truss mould plate 99; The inner side not arranging cantilevered plate 10 without die mould steel work in support cantilevered plate housing beam is provided with steel limit mould 9;
Whole nothing supports the excessive reinforcement bar truss mould plate 99 of cantilevered plate and at least comprises a truss element, and a truss element is constructed as follows: the reinforcing bar 1,2 that winds up is with lower edge reinforcing bar 2, at least 2 web member reinforcing bars 4; Wherein: the reinforcing bar 1 that winds up is positioned at whole without supporting the excessive reinforcement bar truss mould plate top of cantilevered plate, and lower edge reinforcing bar 2 is arranged near bed die steel plate 3; Lower edge reinforcing bar 2 and the reinforcing bar 1 that winds up are arranged in parallel and 2 are arranged symmetrically with in the down either side of the reinforcing bar 1 that winds up respectively with lower edge reinforcing bar 2; Every root web member reinforcing bar 4 is connected to the reinforcing bar 1 and wherein 1 with lower edge reinforcing bar 2 of winding up all simultaneously, and the local of web member reinforcing bar 4 is in contact with it near bed die steel plate 3;
Web member reinforcing bar 4 is Cyclic flexion structure, and it is alternately connected to one with lower edge reinforcing bar 2 with the reinforcing bar 1 and same 1 that winds up; The lateral connection reinforcing bar 5 also arranged by being parallel to bed die steel plate 3 between multiple truss element be arranged in parallel is connected to one;
Lower, transverse connecting reinforcement 5 for being connected to one by multiple truss element be arranged in parallel all is fixedly connected with lower edge reinforcing bar 2; For the upper lateral connecting reinforcement 6 that the reinforcing bar 1 that winds up in multiple truss element be arranged in parallel is connected to one.
Described without supporting cantilevered plate with in excessive reinforcement bar truss mould plate, two the adjacent distances of winding up between reinforcing bar 1 in adjacent two parallel truss elements are 188mm;
Wind up reinforcing bar 1 and lower edge reinforcing bar 2 is the reinforcing bar of diameter 12mm; Web member reinforcing bar 4 and the fixed connection structure winded up between reinforcing bar 1 or lower edge reinforcing bar 2 are welded construction; Wherein: web member reinforcing bar 4 and the length of curve of the section of being welded and fixed between reinforcing bar 1 of winding up require to be greater than 132mm.
The present embodiment with without support cantilevered plate with excessive reinforcement bar truss mould plate 99 for Component units, be spliced into a support system to support the engineer applied of cantilevered plate 10; Dependency structure technical specification is good, its convenient construction, and structure is comparatively simple, and technique effect can be guaranteed, and working security is good, and difficulty of construction is less; Late maintaining maintenance difficulty reduces greatly; It has expected comparatively huge economic worth and social value.

Claims (2)

1. without support cantilevered plate die mould steel work in housing beam, it is characterized in that: with without supporting the excessive reinforcement bar truss mould plate of cantilevered plate (99) for Component units without supporting die mould steel work in cantilevered plate housing beam, splice as a whole thus form without supporting die mould steel work in cantilevered plate housing beam; Bed die steel plate (3) is arranged in without supporting the excessive reinforcement bar truss mould plate of cantilevered plate (99) below and being in contact with it as construction basis;
Have cantilevered plate (10) without the arranged outside supporting die mould steel work in cantilevered plate housing beam, cantilevered plate (10) is fixed on without supporting on the excessive reinforcement bar truss mould plate of cantilevered plate (99); Steel limit mould (9) is provided with inside die mould steel work without supporting in cantilevered plate housing beam;
Wholely at least comprise a truss element without supporting cantilevered plate excessive reinforcement bar truss mould plate (99), a truss element is constructed as follows: reinforcing bar that winds up (1), 2 is with lower edge reinforcing bar (2), at least 2 web member reinforcing bars (4); Wherein: the reinforcing bar that winds up (1) is positioned at whole without supporting the excessive reinforcement bar truss mould plate top of cantilevered plate, and lower edge reinforcing bar (2) is arranged near bed die steel plate (3); Lower edge reinforcing bar (2) and the reinforcing bar (1) that winds up are arranged in parallel and 2 are arranged symmetrically with in the down either side of the reinforcing bar that winds up (1) respectively with lower edge reinforcing bar (2); Every root web member reinforcing bar (4) is connected to the reinforcing bar that winds up (1) and wherein 1 with lower edge reinforcing bar (2) all simultaneously, and the local of web member reinforcing bar (4) is in contact with it near bed die steel plate (3);
Web member reinforcing bar (4) is Cyclic flexion structure, and it is alternately connected to one with lower edge reinforcing bar (2) with the reinforcing bar (1) and same 1 that winds up; The lateral connection reinforcing bar (5) also arranged by being parallel to bed die steel plate (3) between multiple truss element be arranged in parallel is connected to one;
Lower, transverse connecting reinforcement (5) for being connected to one by multiple truss element be arranged in parallel all is fixedly connected with lower edge reinforcing bar (2); For the upper lateral connecting reinforcement (6) that the reinforcing bar that winds up (1) in multiple truss element be arranged in parallel is connected to one.
2. support cantilevered plate die mould steel work in housing beam according to nothing described in claim 1, it is characterized in that: described without supporting cantilevered plate with in excessive reinforcement bar truss mould plate, the distance between two the adjacent reinforcing bars that wind up (1) in adjacent two parallel truss elements is 188mm;
Wind up the reinforcing bar that reinforcing bar (1) and lower edge reinforcing bar (2) be diameter 12mm;
Fixed connection structure between web member reinforcing bar (4) and the reinforcing bar that winds up (1) or lower edge reinforcing bar (2) is welded construction; Wherein: between web member reinforcing bar (4) and the reinforcing bar that winds up (1), the length of curve of the section of being welded and fixed requires to be greater than 132mm.
CN201520111513.XU 2015-02-15 2015-02-15 Without supporting cantilevered plate die mould steel work in housing beam Expired - Fee Related CN204475851U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201520111513.XU CN204475851U (en) 2015-02-15 2015-02-15 Without supporting cantilevered plate die mould steel work in housing beam

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201520111513.XU CN204475851U (en) 2015-02-15 2015-02-15 Without supporting cantilevered plate die mould steel work in housing beam

Publications (1)

Publication Number Publication Date
CN204475851U true CN204475851U (en) 2015-07-15

Family

ID=53631653

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201520111513.XU Expired - Fee Related CN204475851U (en) 2015-02-15 2015-02-15 Without supporting cantilevered plate die mould steel work in housing beam

Country Status (1)

Country Link
CN (1) CN204475851U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106567488A (en) * 2016-10-19 2017-04-19 北京城建北方建设有限责任公司 Steel bar truss floor deck

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106567488A (en) * 2016-10-19 2017-04-19 北京城建北方建设有限责任公司 Steel bar truss floor deck

Similar Documents

Publication Publication Date Title
CN202787047U (en) Deck type triangular steel truss composite beam
CN103174238A (en) Novel two-side-connection sheet steel shear wall
CN103088950A (en) Floor plate steel truss structure
CN103967166A (en) Low-yield-point steel plate shear wall with two connected edges
CN204475851U (en) Without supporting cantilevered plate die mould steel work in housing beam
CN203514644U (en) Steel bar net rack of wall body and wall body with same
CN203129361U (en) Novel both-side connected thin steel plate shear wall
CN202509667U (en) Combined steel bar truss floor bearing plate
CN202227586U (en) Steel structure concrete combination beam
CN103114671A (en) Chord tensioning truss structure capable of preventing collapsing caused by cable breakage
CN204475852U (en) Without supporting the excessive reinforcement bar truss mould plate of cantilevered plate
CN203795718U (en) Long-span truss structure
CN103669597B (en) Prefabricated reinforced concrete longeron and beam connecting structure
CN203256614U (en) Large-span bent cap lower-bearing type Bailey frame formwork device
CN202866085U (en) Light-weight roof supporting structure
CN204040436U (en) For the self-balancing steel builder's jack of overlength cantilevered structure framed bent construction
CN204475629U (en) Overlength without support shuttering is encorbelmented floor slab structure
CN205296525U (en) Lower hanging steel bar truss structure
CN204225364U (en) A kind of structure preventing vertical reinforcement distortion in construction
CN205742523U (en) A kind of anti-continuous collapse transfer framework structure
CN105220775B (en) A kind of real abdomen girder steel factory building columns top node of individual layer
CN204898922U (en) Steel construction is consolidated scissors and is propped
CN204492222U (en) A kind of steel beam column reinforced for reinforced concrete beam
CN203795851U (en) Adjustable window opening form board device
CN208533700U (en) High-altitude overhanging shape steel support

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20150715

Termination date: 20200215