CN208009635U - The prefabricated stirrup cage of frame structure bean column node of U-shaped fixing muscle is set - Google Patents

The prefabricated stirrup cage of frame structure bean column node of U-shaped fixing muscle is set Download PDF

Info

Publication number
CN208009635U
CN208009635U CN201820400214.1U CN201820400214U CN208009635U CN 208009635 U CN208009635 U CN 208009635U CN 201820400214 U CN201820400214 U CN 201820400214U CN 208009635 U CN208009635 U CN 208009635U
Authority
CN
China
Prior art keywords
stirrup
node
vertical bars
muscle
shaped fixing
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
CN201820400214.1U
Other languages
Chinese (zh)
Inventor
苏雪峰
苏桐
丁俊
余景峰
王利平
杜伟
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to CN201820400214.1U priority Critical patent/CN208009635U/en
Application granted granted Critical
Publication of CN208009635U publication Critical patent/CN208009635U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Abstract

A kind of prefabricated stirrup cage of frame structure bean column node of the U-shaped fixing muscle of setting, including core space stirrup, U-shaped fixing muscle, auxiliary positioning muscle, the core space stirrup is arranged to square or cuboid, a U-shaped fixing muscle is respectively set on two opposite flanks of core space stirrup, auxiliary positioning muscle is set on another side of core space stirrup, core space stirrup includes the node stirrup of multiple equidistant parallel settings, the stirrup cage can be integral prefabricated in factory, batch machining, it ensure that product quality, avoid the working at height of stirrup cage, reduce site operation defect and error, the encryption of solution framework Structure Beam-column node stirrup is not in place, quantity is inadequate, spacing is uneven, the problems such as installation difficulty is big, meet the prefabricated installation policy of national building trade.

Description

The prefabricated stirrup cage of frame structure bean column node of U-shaped fixing muscle is set
Technical field
The utility model is related to architectural engineering component technology field more particularly to a kind of frames of the U-shaped fixing muscle of setting The prefabricated stirrup cage of Structure Beam-column node.
Background technology
Industry needs stirrup to encrypt with civil buildings frame structure bean column node core space, in practice of construction, due to frame Frame structure girder upper layer, lower layer's reinforcing bar are crisscross, and frame beam column passes through joint cores, and number of steel bars is excessive, causes high-altitude Operation stirrup location difficulty, difficulty of construction is big, and stirrup unlocked securely, stirrup superposition, stirrup spacing unevenness occurs in part of nodes The situations such as even, cannot meet design requirement, and hidden danger of quality is left to the intensity and anti-seismic performance of building.
Invention content
For the above deficiency, it is necessary to propose a kind of prefabricated stirrup cage of frame structure bean column node of the U-shaped fixing muscle of setting.
A kind of prefabricated stirrup cage of frame structure bean column node of the U-shaped fixing muscle of setting, including core space stirrup, U-shaped fixation Muscle, auxiliary positioning muscle, the core space stirrup are arranged to square or cuboid, on two opposite flanks of core space stirrup A U-shaped fixing muscle is respectively set, auxiliary positioning muscle is set on another side of core space stirrup, core space stirrup includes The node stirrup of multiple equidistant parallel settings, the U-shaped fixing muscle include the first vertical bars, the second vertical bars, connection transverse bar, and connection is horizontal Muscle is connected between an end of the first vertical bars and an end of the second vertical bars, and connection transverse bar and the first vertical bars, second are erected Muscle is vertical, and the first vertical bars, the second vertical bars and node stirrup are vertically arranged, and connection transverse bar is arranged in parallel in outermost node stirrup Top, and connect the gap that crossbeam insertion is reserved between transverse bar and node stirrup, the first vertical bars, the second vertical bars and node hoop It is connected by removable connector between muscle, the other end end bending of the first vertical bars forms crotch, the crotch is parallel to section Point stirrup setting, the other end end bending of the second vertical bars form crotch, and the crotch is parallel to the setting of node stirrup, described It crotch and is connect by removable connector between node stirrup, to be increased between the first vertical bars and the second vertical bars by crotch Contact area, and then outermost node stirrup is limited, auxiliary positioning muscle includes the first positioning bar and the second positioning Muscle, angle at an acute angle between the first positioning bar and the second positioning bar, between the first positioning bar, the second positioning bar and node stirrup Removable connector is set, and then will be between the first positioning bar, the second positioning bar and node stirrup by removable connector Triangle connects.
Preferably, the removable connector is steel wire, with by steel wire by U-shaped fixing muscle, auxiliary positioning muscle and node Stirrup is bound.
Preferably, the first vertical bars of the U-shaped fixing muscle, the second vertical bars, connection transverse bar are fine thread reinforcing bar system with ribbing At a diameter of 8- 10mm of fine thread reinforcing bar with ribbing.
Preferably, the lashing location of the first vertical bars, the second vertical bars and node stirrup is 50- apart from the turning of node stirrup 80mm。
Preferably, a diameter of 8- 10mm of the first positioning bar of the auxiliary positioning muscle, the second positioning bar, the first positioning The lashing location of muscle and the second positioning bar and node stirrup is 50-80mm apart from the turning of node stirrup.
In the utility model, the connection transverse bar in U-shaped fixing muscle is fixedly connected with the first vertical bars, the second vertical bars in advance, and And define distance between the two so that U-shaped fixing muscle is a stable fixed body, then will be multiple by U-shaped fixing muscle Node stirrup is relatively fixed, and forms a prefabricated stirrup cage with rock-steady structure;Moreover, the first vertical bars, the second vertical bars with It is detachably connected between node stirrup, connection transverse bar is arranged higher than outermost side gusset stirrup, not only meets the insertion of node transverse bar Demand, and convenient for the taking-up of U-shaped fixing muscle, after stirrup cage is installed on bean column node position, be detachably connected by dismounting U-shaped fixing muscle is lifted up taking-up by the mode of part, is reused;Furthermore both the first positioning bar and the second positioning bar are in three Angular to be fixedly connected, the connection triangular in shape also between node stirrup of the first positioning bar and the second positioning bar takes full advantage of three The principle of angular stability avoids deformation of the stirrup cage in movement, lifting or installation, moreover, the first positioning bar and second is determined Position muscle is also dismountable, has accomplished to reuse.
The stirrup cage can in factory integral prefabricated, batch machining, ensure that product quality, the high-altitude of stirrup cage avoided to make Industry, reduces site operation defect and error, the encryption of solution framework Structure Beam-column node stirrup is not in place, quantity not enough, spacing not The problems such as uniformly, installation difficulty is big.Meet the prefabricated installation policy of national building trade.
Description of the drawings
Fig. 1 is the structural schematic diagram of prefabricated stirrup cage schematic diagram.
Fig. 2 is prefabricated stirrup cage vertical view.
Fig. 3 is U-shaped fixing muscle schematic diagram.
Fig. 4 is auxiliary positioning bar schematic diagram.
In figure:Core space stirrup 10, node stirrup 11, U-shaped fixing muscle 20, the first vertical bars 21, the second vertical bars 22, connection are horizontal Muscle 23, auxiliary positioning muscle 30, the first positioning bar 31, the second positioning bar 32, crossbeam 40.
Specific implementation mode
It, below will be to required use in embodiment in order to illustrate more clearly of the technical solution of the utility model embodiment Attached drawing be briefly described, it should be apparent that, the accompanying drawings in the following description is some embodiments of the utility model, for this For the those of ordinary skill of field, without creative efforts, others are can also be obtained according to these attached drawings Attached drawing.
Referring to Fig. 1 to Fig. 4, the utility model embodiment provides a kind of prefabricated stirrup cage, including core space stirrup 10, U Type fixing muscle 20, auxiliary positioning muscle 30, the core space stirrup 10 is arranged to square or cuboid, in core space stirrup 10 A U-shaped fixing muscle 20 is respectively set on two opposite flanks, setting auxiliary is fixed on another side of core space stirrup 10 Position muscle 30, core space stirrup 10 include the node stirrup 11 of multiple equidistant parallels setting, and the U-shaped fixing muscle 20 includes first perpendicular Muscle 21, the second vertical bars 22, connection transverse bar 23, connection transverse bar 23 are connected to an end and second vertical bars 22 of the first vertical bars 21 Between one end, connection transverse bar 23 is vertical with the first vertical bars 21, the second vertical bars 22, the first vertical bars 21, the second vertical bars 22 and section Point stirrup 11 is vertically arranged, and connection transverse bar 23 is arranged in parallel in the top of outermost node stirrup 11, and connect transverse bar 23 with Gap the first vertical bars 21 of the insertion of crossbeam 40 are reserved between node stirrup, between the second vertical bars 22 and node stirrup 11 by can Dismantling connection part connects, the other end end bending of the first vertical bars 21, forms crotch, and crotch is parallel to the setting of node stirrup, the The other end ends of two vertical bars 22 is bent, and forms crotch, and crotch is parallel to the setting of node stirrup, crotch and between node stirrup It is connected by removable connector, to increase the contact area between the first vertical bars and the second vertical bars by crotch, and then to most The node stirrup 11 in outside is limited, and can prevent prefabricated stirrup cage bottom node stirrup 11 from falling off, auxiliary positioning muscle 30 includes First positioning bar 31 and the second positioning bar 32, angle at an acute angle between the first positioning bar 31 and the second positioning bar 32 are fixed first Position muscle 31 is arranged removable connector between second positioning bar 32 and node stirrup 11, and then by removable connector by the Connection triangular in shape between one positioning bar 31, the second positioning bar 32 and node stirrup 11.
Further, the removable connector is steel wire, by U-shaped fixing muscle 20, auxiliary positioning muscle 30 and is saved by steel wire Point stirrup 11 is bound, and alternative weld job reduces difficulty of construction and construction cost.
Further, the first vertical bars 21 of the U-shaped fixing muscle 20, the second vertical bars 22, connection transverse bar 23 are thin spiral shell with ribbing Line reinforcing bar is made, and fine thread steel surface with ribbing has helicitic texture can be secured with steel wire lashing, can prevent node stirrup 11 from existing It is slided in work progress, ensures that node 11 spacing of stirrup are uniform, a diameter of 8- 10mm of fine thread reinforcing bar with ribbing.
Further, the first vertical bars 21 of the U-shaped fixing muscle 20, the second vertical bars 22 and node stirrup 11 lashing location away from Turning from node stirrup 11 is 50-80mm, can avoid beam column main rib in the construction process.
Further, the auxiliary positioning muscle 30 includes the first positioning bar 31 and the second positioning bar 32, the first positioning bar 31 with Angle at an acute angle between second positioning bar 32, triangular in shape with steel wire and the binding connection of node stirrup 11, triangular structure has Stability enhances the globality and structural strength of stirrup cage, improves the ability of stirrup cage resistance to deformation, can effectively prevent stirrup Cage occurs lateral deformation in transport and working at height, the first positioning bar 31, the second positioning bar 32 a diameter of 8- 10mm.
First positioning bar 31 and the lashing location of the second positioning bar 32 and node stirrup 11 are apart from the turning of node stirrup 11 For 50-80mm, beam column main rib can be avoided in the construction process.
After prefabricated stirrup cage completes, the prefabricated stirrup cage is transported to construction site corresponding position, by prefabricated hoop Muscle cage is suitable for reading or the first set node stirrup 11 of lower mouth is directed at beam and penetrates.After beam is bound with prefabricated stirrup cage, decontrol under beam It supports, node stirrup 11 glides under the Gravitative Loads of beam on column, and the node stirrup 11 of beam column is in stirrup cage both sides Ribbed Bar Drive under reach use position.Auxiliary positioning muscle 30 is then removed, can be reused again.
Unit in the utility model embodiment device can be combined, divided and deleted according to actual needs.
Above disclosures are merely preferred embodiments of the utility model, with this utility model cannot be limited certainly Interest field, those skilled in the art can understand all or part of the processes for realizing the above embodiment, and according to this reality The equivalent variations made by novel claim, still fall within the scope of the utility model.

Claims (5)

1. a kind of prefabricated stirrup cage of frame structure bean column node of the U-shaped fixing muscle of setting, it is characterised in that:Including core space hoop Muscle, U-shaped fixing muscle, auxiliary positioning muscle, the core space stirrup are arranged to square or cuboid, at two of core space stirrup A U-shaped fixing muscle is respectively set on opposite flank, auxiliary positioning muscle, core are set on another side of core space stirrup Area's stirrup includes the node stirrup of multiple equidistant parallel settings, and the U-shaped fixing muscle includes the first vertical bars, the second vertical bars, connection Transverse bar, connection transverse bar are connected between an end of the first vertical bars and an end of the second vertical bars, connect transverse bar and first Vertical bars, the second vertical bars are vertical, and the first vertical bars, the second vertical bars and node stirrup are vertically arranged, and connection transverse bar is arranged in parallel in outermost The top of the node stirrup of side, and connect the gap that crossbeam insertion is reserved between transverse bar and node stirrup, the first vertical bars, second It is connected by removable connector between vertical bars and node stirrup, the other end end bending of the first vertical bars forms crotch, described Crotch is parallel to the setting of node stirrup, and the other end end bending of the second vertical bars forms crotch, the crotch is parallel to node hoop Muscle is arranged, and the crotch and is connect by removable connector between node stirrup, with by crotch increase the first vertical bars and Contact area between second vertical bars, and then outermost node stirrup is limited, auxiliary positioning muscle includes the first positioning Muscle and the second positioning bar, angle at an acute angle between the first positioning bar and the second positioning bar, the first positioning bar, the second positioning bar with Removable connector is set between node stirrup, and then by the first positioning bar, the second positioning bar and is saved by removable connector Connection triangular in shape between point stirrup.
2. the prefabricated stirrup cage of frame structure bean column node of U-shaped fixing muscle is arranged as described in claim 1, it is characterised in that: The removable connector is steel wire, to be bound U-shaped fixing muscle, auxiliary positioning muscle and node stirrup by steel wire.
3. the prefabricated stirrup cage of frame structure bean column node of U-shaped fixing muscle is arranged as described in claim 1, it is characterised in that: First vertical bars of the U-shaped fixing muscle, the second vertical bars, connection transverse bar are that fine thread reinforcing bar with ribbing is made, fine thread steel with ribbing A diameter of 8- 10mm of muscle.
4. the prefabricated stirrup cage of frame structure bean column node of U-shaped fixing muscle is arranged as claimed in claim 3, it is characterised in that: The lashing location of first vertical bars, the second vertical bars and node stirrup is 50-80mm apart from the turning of node stirrup.
5. the prefabricated stirrup cage of frame structure bean column node of U-shaped fixing muscle is arranged as described in claim 1, it is characterised in that: First positioning bar of the auxiliary positioning muscle, a diameter of 8- 10mm of the second positioning bar, the first positioning bar and the second positioning bar Apart from the turning of node stirrup it is 50-80mm with the lashing location of node stirrup.
CN201820400214.1U 2018-03-23 2018-03-23 The prefabricated stirrup cage of frame structure bean column node of U-shaped fixing muscle is set Active CN208009635U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201820400214.1U CN208009635U (en) 2018-03-23 2018-03-23 The prefabricated stirrup cage of frame structure bean column node of U-shaped fixing muscle is set

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201820400214.1U CN208009635U (en) 2018-03-23 2018-03-23 The prefabricated stirrup cage of frame structure bean column node of U-shaped fixing muscle is set

Publications (1)

Publication Number Publication Date
CN208009635U true CN208009635U (en) 2018-10-26

Family

ID=63890569

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201820400214.1U Active CN208009635U (en) 2018-03-23 2018-03-23 The prefabricated stirrup cage of frame structure bean column node of U-shaped fixing muscle is set

Country Status (1)

Country Link
CN (1) CN208009635U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109183628A (en) * 2018-10-30 2019-01-11 中交第二航务工程局有限公司 A kind of ultra-large type variable cross-section Sarasota reinforcing bar component production method
CN109736451A (en) * 2019-03-15 2019-05-10 中建六局建设发展有限公司 A kind of stirrup skeleton and its applied to the construction method in bean column node ciphering process
TWI714940B (en) * 2019-01-08 2021-01-01 易利隆鋼鐵有限公司 Combined method and structure of pre-assembled ground beam and pre-assembled column

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109183628A (en) * 2018-10-30 2019-01-11 中交第二航务工程局有限公司 A kind of ultra-large type variable cross-section Sarasota reinforcing bar component production method
CN109183628B (en) * 2018-10-30 2020-04-03 中交第二航务工程局有限公司 Method for manufacturing steel bar part of oversized variable-cross-section cable tower
TWI714940B (en) * 2019-01-08 2021-01-01 易利隆鋼鐵有限公司 Combined method and structure of pre-assembled ground beam and pre-assembled column
CN109736451A (en) * 2019-03-15 2019-05-10 中建六局建设发展有限公司 A kind of stirrup skeleton and its applied to the construction method in bean column node ciphering process
CN109736451B (en) * 2019-03-15 2024-02-23 中建六局建设发展有限公司 Stirrup framework and construction method thereof applied to beam column joint encryption process

Similar Documents

Publication Publication Date Title
CN208009635U (en) The prefabricated stirrup cage of frame structure bean column node of U-shaped fixing muscle is set
CN105625186B (en) A kind of heavy in section concrete Y shape pillar construction method
CN107419893A (en) A kind of elevator steel platform and preparation method thereof
CN109779114B (en) Integral superimposed sheet combination beam
CN108625489A (en) A kind of steel bar girder edges of boards portion and connection joints of steel structure structure
CN212534174U (en) Raft foundation steel bar supporting tool
CN108625485A (en) A kind of steel bar girder plate end connecting joint structure and construction method
CN108678417A (en) A kind of floor of steel structure transformation node
CN208472971U (en) A kind of steel bar girder edges of boards portion and connection joints of steel structure structure
CN213953189U (en) Supporting device for ensuring smooth surface of lower cone shell of prefabricated water tank
CN218061492U (en) Device for pouring concrete platform on steel structure frame
CN106592821B (en) Side-standing type integral forming structure and method of shear steel plate and one side reinforcing mesh
CN104196153B (en) A kind of slab L-shaped steel plate shear force wall post and preparation method thereof
CN207392451U (en) A kind of building armored concrete overhangs girder construction
CN206174441U (en) Elevator shaft operation platform
CN109914694A (en) A kind of steel-structure factory building load-bearing pillar and its manufacturing method
CN102587649B (en) Template profiled bar supporting system of high and large cantilever structure
CN205348731U (en) Core section of thick bamboo reinforcing bar post is from promoting formula operation platform
CN210289068U (en) Elevator shaft lifting platform
CN208762886U (en) Frame and constructing device built in solid pier pier shaft
CN212715653U (en) Diagonal steel reinforced concrete column
CN211257323U (en) Frame post and bearing diagonal connected node structure
CN206128678U (en) Precast floorslab reinforcing structure
CN205777528U (en) A kind of lift-on/lift-off type metal form
CN208858183U (en) It is a kind of for repairing the hanger structure of armored concrete parapet

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant