CN206220355U - A kind of long-span beams structure of use UHPC materials - Google Patents

A kind of long-span beams structure of use UHPC materials Download PDF

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Publication number
CN206220355U
CN206220355U CN201621285094.2U CN201621285094U CN206220355U CN 206220355 U CN206220355 U CN 206220355U CN 201621285094 U CN201621285094 U CN 201621285094U CN 206220355 U CN206220355 U CN 206220355U
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CN
China
Prior art keywords
base plate
groove
reinforcing bar
girder construction
long
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
CN201621285094.2U
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Chinese (zh)
Inventor
庄舟
庄一舟
李增锋
王静杰
林友炜
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Fuzhou University
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Fuzhou University
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Publication date
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Priority to CN201621285094.2U priority Critical patent/CN206220355U/en
Application granted granted Critical
Publication of CN206220355U publication Critical patent/CN206220355U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model provides a kind of long-span beams structure of use UHPC materials,Including the girder construction body that the inverted T shape plate being set up in parallel by two or more than two is constituted,Described two inverted T shape plates include the base plate of horizontally set and the support webs set on base plate,The base plate of the girder construction body being disposed adjacent has shifted to install multiple grooves,There is the U-shaped reinforcing bar stretched into groove on the adjacent girder construction body base plate of the groove correspondence,There is the transverse steel in the U-shaped reinforcing bar of insertion in the groove,Concrete layer is filled between adjacent supports web,The utility model simple structure,Ensure that the inverted T shape plate for constituting girder construction body is fitted close using the cooperation of U-shaped reinforcing bar and transverse steel,For follow-up casting concrete layer provides favourable guarantee,Additionally due to UHPC toughnesss of material and durability are all good and with substantially increasing speed of application and quality the characteristics of may act as template.

Description

A kind of long-span beams structure of use UHPC materials
Technical field
The utility model is related to a kind of long-span beams structure of use UHPC materials.
Background technology
At present, with the development of economic level, requirement of the people to building also more and more higher, in order to meet people to sky Between, the requirement of the aspect such as attractive in appearance, the building structure of large span also occurred gradually in the middle of the visual field of people.However, common steel In order to limit mid-span deflection, its length aspect is restricted Concrete Beam Reinforced, even if meeting the requirement of length, deck-molding is correspondingly Can increase, cause the deadweight of beams of concrete excessive, it is totally unfavorable to building.Simultaneously common reinforced beam is existing in construction , it is necessary to substantial amounts of plank sheathing carries out formwork when field pours, pouring quality is difficult to ensure that, the installation and dismounting of plank sheathing are also required to greatly The human and material resources of amount, meanwhile, template can not be reused, and cause the significant wastage of resource and as a result of common mould The girder construction bulk strength for pouring integrated connection of plate is general.
The content of the invention
The utility model is improved above mentioned problem, i.e., the technical problems to be solved in the utility model is existing big Span Beam structural strength is general, low construction efficiency.
Specific embodiment of the present utility model is:A kind of long-span beams structure of use UHPC materials, including by two Or more than two girder construction bodies for constituting of the inverted T shape plate that is set up in parallel, described two inverted T shape plates include the base plate of horizontally set and The support webs set on base plate, the base plate of the girder construction body being disposed adjacent has shifted to install multiple grooves, described Having on the adjacent girder construction body base plate of groove correspondence in the U-shaped reinforcing bar stretched into groove, the groove has the U-shaped steel of insertion Transverse steel in muscle, is filled with concrete layer between adjacent supports web.
Further, the base plate is coaxially arranged with the through hole of each groove of UNICOM, the multiple groove along its length Interior transverse steel is integrated and through through hole.
Further, the groove includes longitudinal inwall and horizontal interior walls, longitudinal inwall and horizontal interior walls arc mistake Cross.
Further, the transverse steel is in contact with U-shaped reinforcing bar curved portions.
Compared with prior art, the utility model has the advantages that:The utility model simple structure, using U-shaped The cooperation of reinforcing bar and transverse steel ensure that the inverted T shape plate for constituting girder construction body is fitted close, and be follow-up casting concrete Layer provides favourable guarantee, additionally due to because UHPC toughnesss of material and durability are all good and with the characteristics of may act as template Substantially increase speed of application and quality.
Brief description of the drawings
Fig. 1 is the utility model structural representation.
Fig. 2 is the utility model longitudinal profile structure schematic.
Fig. 3 is the utility model vertical view state structural representation.
In figure:10- inverted T shape plates, 110- base plates, 111- through holes, 120- support webs, 20- grooves, 30-U steel bars, 40- Transverse steel, 50- concrete layers.
Specific embodiment
The utility model is described in more detail with reference to the accompanying drawings and detailed description.
As shown in Figures 1 to 3, the long-span beams structure of a kind of use UHPC materials in the present embodiment, including by two simultaneously Arrange the girder construction body that the inverted T shape plate 10 for setting is constituted, the base plate of described two inverted T shape plates 10 including horizontally set and perpendicular to The support webs 120 set on base plate 110, the base plate 110 of the girder construction body being disposed adjacent has shifted to install multiple grooves 20, There is tool in the U-shaped reinforcing bar 30 stretched into groove, the groove 20 on the adjacent girder construction body base plate of the correspondence of the groove 20 There is in the U-shaped reinforcing bar of insertion 30 transverse steel 40, concrete layer 50 is filled between adjacent supports web.
Base plate 110 is coaxially arranged with the through hole 111 of each groove of UNICOM, the horizontal stroke in the multiple groove 20 along its length It is integrated to reinforcing bar 30 and through through hole, a transverse steel 30 is directly run through into through hole so in assembling.
The groove 20 includes longitudinal inwall and horizontal interior walls, longitudinal inwall and horizontal interior walls arc-shaped transition, with profit Ensure fitting for concrete and groove inner wall during concrete layer 50 is formed.
In the present embodiment, the transverse steel 40 be in contact with the curved portions of U-shaped reinforcing bar 30 guarantee transverse steel 40 tense it is U-shaped Reinforcing bar 30.
With in addition, applied in any technical scheme disclosed in above-mentioned the utility model for representing position relationship or shape Its implication includes approximate with its, similar or close state or shape to the term of shape unless otherwise stated.The utility model is provided Either component both can be to be assembled by multiple individually parts, it is also possible to be one of the forming what technique was manufactured Separate part.
Finally it should be noted that:Above example is only used to illustrate the technical solution of the utility model rather than it is limited System;Although being described in detail to the utility model with reference to preferred embodiment, those of ordinary skill in the art should Understand:Specific embodiment of the present utility model can still be modified or some technical characteristics are equally replaced Change;Without deviating from the spirit of technical solutions of the utility model, it all should cover in the claimed technical scheme of the utility model In the middle of scope.

Claims (4)

1. a kind of long-span beams structure of use UHPC materials, it is characterised in that including what is be set up in parallel by two or more than two The girder construction body that inverted T shape plate is constituted, described two inverted T shape plates include the base plate of horizontally set and the setting on base plate Support webs, the base plate of the girder construction body being disposed adjacent has shifted to install multiple grooves, the adjacent beam knot of the groove correspondence There is the U-shaped reinforcing bar stretched into groove on structure body base plate, there is the transverse steel in the U-shaped reinforcing bar of insertion, phase in the groove Concrete layer is filled between adjacent support webs.
2. a kind of long-span beams structure of use UHPC materials according to claim 1, it is characterised in that the base plate edge Length direction is coaxially arranged with the through hole of each groove of UNICOM, and the transverse steel in the multiple groove is integrated and through logical Hole.
3. the long-span beams structure of a kind of use UHPC materials according to claim 1 and 2, it is characterised in that described recessed Groove includes longitudinal inwall and horizontal interior walls, longitudinal inwall and horizontal interior walls arc-shaped transition.
4. a kind of long-span beams structure of use UHPC materials according to claim 1 and 2, it is characterised in that the horizontal stroke It is in contact with U-shaped reinforcing bar curved portions to reinforcing bar.
CN201621285094.2U 2016-11-28 2016-11-28 A kind of long-span beams structure of use UHPC materials Expired - Fee Related CN206220355U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201621285094.2U CN206220355U (en) 2016-11-28 2016-11-28 A kind of long-span beams structure of use UHPC materials

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201621285094.2U CN206220355U (en) 2016-11-28 2016-11-28 A kind of long-span beams structure of use UHPC materials

Publications (1)

Publication Number Publication Date
CN206220355U true CN206220355U (en) 2017-06-06

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201621285094.2U Expired - Fee Related CN206220355U (en) 2016-11-28 2016-11-28 A kind of long-span beams structure of use UHPC materials

Country Status (1)

Country Link
CN (1) CN206220355U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106401066A (en) * 2016-11-28 2017-02-15 福州大学 Large-span beam structure adopting UHPC and manufacturing method thereof

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106401066A (en) * 2016-11-28 2017-02-15 福州大学 Large-span beam structure adopting UHPC and manufacturing method thereof

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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: 20170606

Termination date: 20191128