CN103711202A - Prestressed concrete beam and slab assembly with upper portion provided with flexural reinforcing steel bars and frame structure - Google Patents

Prestressed concrete beam and slab assembly with upper portion provided with flexural reinforcing steel bars and frame structure Download PDF

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Publication number
CN103711202A
CN103711202A CN201310756960.6A CN201310756960A CN103711202A CN 103711202 A CN103711202 A CN 103711202A CN 201310756960 A CN201310756960 A CN 201310756960A CN 103711202 A CN103711202 A CN 103711202A
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China
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prestressed concrete
steel muscle
concrete beam
bending steel
rib
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CN201310756960.6A
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Chinese (zh)
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柳忠林
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Individual
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Priority to CN201310756960.6A priority Critical patent/CN103711202A/en
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Abstract

The invention provides a prestressed concrete beam and slab assembly with the upper portion provided with flexural reinforcing steel bars and a frame structure. The flexural reinforcing steel bars are additionally arranged on the upper portion of the long-span concrete beam and slab assembly and are connected with a column, so that a long-span slab arris serves as a frame beam, and therefore the frame structure is formed.

Description

Prestress concrete girder slab and the frame construction of a kind of top band bending steel muscle
Affiliated technical field: building material field
Background technology
Large-span prestressed concrete beam slab is for frame construction, there is no at present the structural system matching, and cannot use, intend Vierendeel girder cost also larger, especially the vertical reinforcing bar of transverse frame is not only slightly not only long but also close, and support shuttering loaded down with trivial details valency in high-altitude is high, and considerable expert queries and to think unreliablely, and must be that 5 meters, 7.5 meters, 9.9 meters fixed frames are apart from not conforming to corresponding technological requirement to the sheet-pile net of 2.4 meters wide.
Summary of the invention
The large-span prestressed concrete beam slab and the frame structure system thereof that the invention provides a kind of top band bending steel muscle have solved above-mentioned drawback.The large-span prestressed concrete beam slab of top band bending steel muscle comprises T plate, single T beam slab, a trough slab, it is characterized in that plate top is especially provided with bending steel muscle in rib top.
Further top band bending steel muscle large-span prestressed concrete beam slab, is characterized in that the bending steel muscle amount two ends on plate top are many, centre few.
Further the large-span prestressed concrete beam slab of top band bending steel muscle, is characterized in that in concrete, joint bar being set up and down along bending steel muscle.
Further the large-span prestressed concrete beam slab of top band bending steel muscle, is characterized in that position, termination is provided with dowel.
Further a kind of large-span prestressed concrete beam slab frame structure system comprises: the Large Span Prestressed Beam plate of frame column, frame rails, top band bending steel muscle, it is characterized in that: on concrete slab, especially rib top arranges bending steel muscle, be connected with reinforcing bar on post, slugging on bracket on embedded part and post under plate end, thus a kind of large-span prestressed concrete beam slab frame construction formed.
Further the large-span prestressed concrete beam slab frame structure system of top bending steel muscle, is characterized in that bottom, rib two ends has iron embedded part to be connected with steel in frame rails or embedded part.
Further large-span prestressed concrete beam slab frame structure system, it is characterized in that the trough slab without the edge of a wing, rectangular beam, hollowcore slab, box beam rib is connected with post reinforcing bar or rib is strengthened being connected with post reinforcing bar or 2 ribs that face mutually being combined, the middle cementation of fissures, top bending steel muscle is connected with post reinforcing bar together, the T plate that has the edge of a wing, single T plate, many T box beam, there is the bridge board on the edge of a wing to remove the edge of a wing rib is corresponding with post, reinforcing bar connects, also 2 ribs that remove the corresponding edge of a wing that face mutually can be connected together, the middle cementation of fissures, both sides of the chest top bending steel muscle rib is connected with post together, single rib, two ribs are connected with post reinforcing bar after can also strengthening.Under beam slab termination, on embedded part and bracket, the such beam slab rib of slugging has played framework beam action
Further utilize the shearing that under beam slab termination, on embedded part and bracket, slugging provides, be less than or equal to the pulling force that on top bending steel muscle and post, reinforcing bar is connected to form, according to the high restraining moment that forms of beam slab rib, this becomes hinged frame into framework.
Accompanying drawing explanation:
Fig. 1 is large-span prestressed T plate frame structure system schematic diagram, and Fig. 1-1 is front elevation view, and Fig. 1-2 is side elevational view, and Fig. 2 is large-span prestressed trough slab frame structure system schematic diagram, and Fig. 2-1 is front elevation view, and Fig. 2-2 are side elevational view.
Embodiment
As shown in Figure 1: 1 is post; 2 is bracket beam on post; 3 remove the large-span prestressed T plate of a side wing edge; 4 is T plate top bending steel muscle.
By conventional method, build bracket beam 2 on frame column 1 and post, two 3 pairs of ribs merging of T plate of removing the corresponding edge of a wing are arranged on the bracket of end frame trestle 1, plate top bending steel muscle 4 is connected with post reinforcing bar, bottom built-in fitting is connected with embedded part on bracket beam, also can T plate end beard muscle be connected (not also can) with post reinforcing bar, do again secondary above and water layer and form frame construction.
As shown in Figure 2: 1 is post; 2 is bracket beam on post; 3 is large-span prestressed trough slab; 4 is trough slab top bending steel muscle.
By conventional method, build bracket beam 2 on frame column 1 and post, 3 pairs of ribs of two trough slabs are merged and are arranged on the bracket of end frame trestle 1, plate 3 top bending steel muscle 4 are connected with post reinforcing bar, plate 3 bottom built-in fittings are connected with embedded part on bracket beam, also trough slab 3 end beard muscle can be connected to (not also can) with post reinforcing bar, do again secondary above and water layer and form frame construction.

Claims (8)

1. the large-span prestressed concrete beam slab of top band bending steel muscle comprises T plate, a trough slab, it is characterized in that plate top is especially provided with bending steel muscle in rib top.
2. top band bending steel muscle large-span prestressed concrete beam slab as claimed in claim 1, is characterized in that the bending steel muscle amount two ends on plate top are many, middle few.
3. the large-span prestressed concrete beam slab of top band bending steel muscle as claimed in claim 1, is characterized in that in concrete, joint bar being set up and down along bending steel muscle.
4. the large-span prestressed concrete beam slab of top band bending steel muscle as claimed in claim 1, is characterized in that position, termination is provided with dowel.
5. a large-span prestressed concrete beam slab frame construction, comprise: frame column, frame rails, large-span prestressed concrete beam slab, it is characterized in that: on concrete slab, especially rib top adds bending steel muscle, be connected with reinforcing bar on post, thereby form a kind of large-span prestressed concrete beam slab frame structure system.
6. a kind of large-span prestressed concrete beam slab frame structure system as claimed in claim 5, it is characterized in that handle is connected with post reinforcing bar or rib is strengthened being connected with post reinforcing bar or 2 ribs that face mutually being combined afterwards without trough slab, the rib on the edge of a wing, or the cementation of fissures in the middle of combining after strengthening, top bending steel muscle is connected with post reinforcing bar; After being strengthened, the rib that has the T plate on the edge of a wing is connected with post reinforcing bar, also 2 ribs that remove the corresponding edge of a wing that face mutually can be connected together, the middle cementation of fissures, two plate tops especially both sides of the chest top bending steel muscle be connected with steel on post together or both sides of the chest or one of them rib are strengthened after in the middle of the cementation of fissures, two plate tops especially both sides of the chest top bending steel muscle together with post on steel be formed by connecting.
7. a kind of large-span prestressed concrete beam slab frame structure system as described in claims 5 or 6, is characterized in that bottom, rib two ends has iron embedded part to be connected with steel in frame rails or embedded part.
8. large-span prestressed concrete beam slab frame structure system as claimed in claim 5, it is characterized in that: utilize under beam slab rib on embedded part and beam or shearing that the slugging on bracket beam provides, be less than or equal to the pulling force that on beam slab, on bending steel muscle and post, reinforcing bar is connected to form, according to rib of slab height, form restraining moment, thereby form steel, connect frame girder construction.
CN201310756960.6A 2013-09-13 2013-12-28 Prestressed concrete beam and slab assembly with upper portion provided with flexural reinforcing steel bars and frame structure Pending CN103711202A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201310756960.6A CN103711202A (en) 2013-09-13 2013-12-28 Prestressed concrete beam and slab assembly with upper portion provided with flexural reinforcing steel bars and frame structure

Applications Claiming Priority (5)

Application Number Priority Date Filing Date Title
CN201310436515.1 2013-09-13
CN201310436794 2013-09-13
CN201310436515 2013-09-13
CN201310436794.1 2013-09-13
CN201310756960.6A CN103711202A (en) 2013-09-13 2013-12-28 Prestressed concrete beam and slab assembly with upper portion provided with flexural reinforcing steel bars and frame structure

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CN103711202A true CN103711202A (en) 2014-04-09

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Application Number Title Priority Date Filing Date
CN201310721930.1A Pending CN103741797A (en) 2013-09-13 2013-12-24 Prestressed concrete beam plate with upper portion provided with flexural steel bars and frame structure system
CN201310745724.4A Active CN103711201B (en) 2013-09-13 2013-12-26 A kind of large-span prestressed concrete beam slab frame structure system
CN201310756960.6A Pending CN103711202A (en) 2013-09-13 2013-12-28 Prestressed concrete beam and slab assembly with upper portion provided with flexural reinforcing steel bars and frame structure
CN201410028883.7A Pending CN103774749A (en) 2013-09-13 2014-01-07 Large-span prestressed concrete F plate frame structure system
CN201410268431.6A Pending CN104018581A (en) 2013-09-13 2014-06-16 Prestress concrete F slab and framework structure system
CN201410268701.3A Active CN104018582B (en) 2013-09-13 2014-06-16 Top is with pedestal at the restressed beam slab and frame structure of restraining moment flexual reinforcement
CN201410432554.9A Pending CN104234192A (en) 2013-09-13 2014-08-25 Prestress concrete groove type plate with bent steel bars at upper part and framework structure system
CN201420522075.1U Active CN204225273U (en) 2013-09-13 2014-09-05 A kind of large-span prestressed groove type plate of upper bands bending steel muscle and frame construction
CN201410462434.3A Pending CN104264895A (en) 2013-09-13 2014-09-05 Prestressed concrete F slab and frame structure system
CN201410462269.1A Pending CN104712058A (en) 2013-09-13 2014-09-05 Prestressed concrete groove-shaped plate with upper portion provided with flexural steel bars and frame structure system

Family Applications Before (2)

Application Number Title Priority Date Filing Date
CN201310721930.1A Pending CN103741797A (en) 2013-09-13 2013-12-24 Prestressed concrete beam plate with upper portion provided with flexural steel bars and frame structure system
CN201310745724.4A Active CN103711201B (en) 2013-09-13 2013-12-26 A kind of large-span prestressed concrete beam slab frame structure system

Family Applications After (7)

Application Number Title Priority Date Filing Date
CN201410028883.7A Pending CN103774749A (en) 2013-09-13 2014-01-07 Large-span prestressed concrete F plate frame structure system
CN201410268431.6A Pending CN104018581A (en) 2013-09-13 2014-06-16 Prestress concrete F slab and framework structure system
CN201410268701.3A Active CN104018582B (en) 2013-09-13 2014-06-16 Top is with pedestal at the restressed beam slab and frame structure of restraining moment flexual reinforcement
CN201410432554.9A Pending CN104234192A (en) 2013-09-13 2014-08-25 Prestress concrete groove type plate with bent steel bars at upper part and framework structure system
CN201420522075.1U Active CN204225273U (en) 2013-09-13 2014-09-05 A kind of large-span prestressed groove type plate of upper bands bending steel muscle and frame construction
CN201410462434.3A Pending CN104264895A (en) 2013-09-13 2014-09-05 Prestressed concrete F slab and frame structure system
CN201410462269.1A Pending CN104712058A (en) 2013-09-13 2014-09-05 Prestressed concrete groove-shaped plate with upper portion provided with flexural steel bars and frame structure system

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104234192A (en) * 2013-09-13 2014-12-24 柳忠林 Prestress concrete groove type plate with bent steel bars at upper part and framework structure system
CN106121077A (en) * 2016-06-29 2016-11-16 中国航空规划设计研究总院有限公司 The antidetonation attachment structure of a kind of prestressed concrete double T plate and construction method thereof

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CN104294997A (en) * 2014-09-02 2015-01-21 柳忠林 Large-span prestress double-T plate with embedded parts connected with horizontal force transmitting steel bars at two ends
CN104878837B (en) * 2015-01-30 2018-09-18 青岛九屋建筑安装有限公司 A kind of concrete frame structure system and its assembly method
CN105369954A (en) * 2015-05-29 2016-03-02 柳忠林 Long-span prestressed concrete-filled steel tubular slab-frame structure garage slab
CN105064504A (en) * 2015-07-14 2015-11-18 柳承志 Large-span prestress beam slab with non-prestress hidden beam at upper part of rib
CN105839955A (en) * 2015-10-13 2016-08-10 柳忠林 Concrete filled steel tube-grillage composite structure system of large-span pre-stressed garage board
CN107327062A (en) * 2016-10-14 2017-11-07 柳承志 A kind of rib superimposed sheet of large-span prestressing force three
CN106969909A (en) * 2017-04-13 2017-07-21 哈尔滨工程大学 A kind of box beam combination moment test mechanism
US10731330B2 (en) 2017-10-24 2020-08-04 Unistress Corp. Corbel
CN109853360A (en) * 2019-02-01 2019-06-07 浙江天晟建材股份有限公司 A kind of wisdom beam slab
CN109914663A (en) * 2019-02-22 2019-06-21 深汕特别合作区盛腾科技工业园有限公司 A kind of precast prestressed T plate of flooring
CN110258921B (en) * 2019-07-22 2021-03-02 江苏苏阳建设有限公司 Steel and concrete combined beam
CN110528687A (en) * 2019-07-24 2019-12-03 三一筑工科技有限公司 A kind of assembling frame building structure and building body

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CN103741797A (en) * 2013-09-13 2014-04-23 柳忠林 Prestressed concrete beam plate with upper portion provided with flexural steel bars and frame structure system

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CN104234192A (en) * 2013-09-13 2014-12-24 柳忠林 Prestress concrete groove type plate with bent steel bars at upper part and framework structure system
CN106121077A (en) * 2016-06-29 2016-11-16 中国航空规划设计研究总院有限公司 The antidetonation attachment structure of a kind of prestressed concrete double T plate and construction method thereof
CN106121077B (en) * 2016-06-29 2019-03-15 中国航空规划设计研究总院有限公司 A kind of antidetonation connection structure of prestressed concrete double T plate

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Publication number Publication date
CN103774749A (en) 2014-05-07
CN104264895A (en) 2015-01-07
CN103741797A (en) 2014-04-23
CN104712058A (en) 2015-06-17
CN104018581A (en) 2014-09-03
CN104018582B (en) 2018-11-23
CN103711201A (en) 2014-04-09
CN103711201B (en) 2019-02-19
CN104234192A (en) 2014-12-24
CN104018582A (en) 2014-09-03
CN204225273U (en) 2015-03-25

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