CN112982780A - Oblique crossing haunched frame beam type floor structure - Google Patents
Oblique crossing haunched frame beam type floor structure Download PDFInfo
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- CN112982780A CN112982780A CN202110367480.5A CN202110367480A CN112982780A CN 112982780 A CN112982780 A CN 112982780A CN 202110367480 A CN202110367480 A CN 202110367480A CN 112982780 A CN112982780 A CN 112982780A
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- 210000002435 tendon Anatomy 0.000 claims description 68
- 239000002131 composite material Substances 0.000 claims description 19
- 229910000831 Steel Inorganic materials 0.000 claims description 9
- 238000005516 engineering process Methods 0.000 claims description 9
- 239000010959 steel Substances 0.000 claims description 9
- 239000011150 reinforced concrete Substances 0.000 claims description 5
- 239000000463 material Substances 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 14
- 230000008901 benefit Effects 0.000 abstract description 9
- 230000005540 biological transmission Effects 0.000 abstract description 8
- 230000002457 bidirectional effect Effects 0.000 abstract description 3
- 230000003014 reinforcing effect Effects 0.000 description 9
- 230000000052 comparative effect Effects 0.000 description 6
- 239000004567 concrete Substances 0.000 description 6
- 238000004519 manufacturing process Methods 0.000 description 5
- 238000009412 basement excavation Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 2
- 230000007547 defect Effects 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000002277 temperature effect Effects 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/08—Members specially adapted to be used in prestressed constructions
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
- E04B2005/324—Floor structures wholly cast in situ with or without form units or reinforcements with peripheral anchors or supports
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Abstract
The invention discloses an oblique crossing haunched frame beam type floor system structure, which comprises a plurality of frame columns distributed in a rectangular column network, continuous frame beams arranged along the bidirectional diagonal lines of the rectangular column network and a floor slab arranged between the frame beams, wherein every two of the cross frame beams are crossed obliquely; and the beam end of the frame beam is provided with a large-size vertical haunch. The floor structure adopts the beam plate structure system, and has good ductility and high reliability; the frame beams are obliquely and crossly arranged, other frame beams and secondary beams are not arranged, the force transmission path of the structure is direct and definite, the construction is convenient, and the cross beams are of a multidirectional force transmission structure under the action of vertical load, so that the redundancy and the reliability of the structure are increased; the beam ends of the continuous frame beams adopt large-size vertical haunches, and the beam end bearing capacity of the continuous beams is fully utilized; the member is reasonably arranged and the internal force is reasonably distributed, so that the span of the middle beam is small, the span of the floor slab is small, and the comprehensive economic benefit is obvious.
Description
Technical Field
The invention relates to the technical field of constructional engineering, in particular to an oblique crossing haunched frame beam type floor structure.
Background
The reinforced concrete frame structure is used as a mature structure stress system, is widely applied to multi-story and high-rise buildings around the world, and is particularly applied to large-area underground space. The underground spaces are tens of thousands of square meters or even hundreds of thousands of square meters, and due to the requirement of building functions, the top plate of a common basement is thick in soil covering, and the size of a column net is large, so that the load and the span of a beam plate are large, and the section and the reinforcing bars of the beam plate in structural design are large.
In practical engineering application, there are numerous floor structure arrangement schemes, such as forms of frame beam + large plate, frame beam haunched + large plate, frame beam + haunched large plate, frame beam + unidirectional secondary beam, frame beam + cross secondary beam, girderless secondary beam, flat floor, hollow floor, dense rib floor, etc. They all have various advantages and disadvantages: although the plate thickness and the reinforcing bars of the floor system form of the main frame beam and the secondary beam are small, the force transmission is indirect, the construction is complex and the comprehensive economy is poor; although the floor form of the frame beam and the large plate and the frame beam haunched and large plate has direct force transmission and convenient construction, the floor form also has the defects of thicker plate thickness and larger reinforcing bar; the flat slab with large-size column caps has certain advantages in economic indexes of the slab, but has poor ductility and reliability and frequent accidents. Generally speaking, the floor structure arrangement schemes cannot effectively solve the problem of poor economic indexes of the floor structure.
Disclosure of Invention
The invention aims to solve the technical problems that aiming at the defects in the prior art, the invention provides the oblique crossing haunched frame beam type floor system structure which adopts a beam plate structure system and has good structural ductility and high reliability; the frame beams are obliquely and crossly arranged, other frame beams and secondary beams are not arranged, the force transmission path of the structure is direct and definite, the construction is convenient, and the cross beams are of a multidirectional force transmission structure under the action of vertical load, so that the redundancy and the reliability of the structure are increased; the large-size vertical haunch of the beam end fully utilizes the beam end bearing capacity of the continuous beam; the member is reasonably arranged and the internal force is reasonably distributed, so that the span of the middle beam is small, the span of the floor slab is small, and the comprehensive economic benefit is obvious.
The technical scheme adopted by the invention for solving the technical problems is as follows:
the oblique crossing haunched frame beam type floor structure comprises a plurality of frame columns distributed in a rectangular column network, continuous frame beams arranged along the two-way diagonal lines of the rectangular column network and a floor slab arranged between the frame beams, wherein every two frame beams cross obliquely in the span without other frame beams and secondary beams, the beam ends of the frame beams are provided with large-size vertical haunched parts, and the floor slab is formed by dividing the floor by the continuous frame beams.
According to the technical scheme, the frame beam connected between two adjacent frame columns on the diagonal line of the rectangular column net is a span.
According to the technical scheme, the floor structure is made of reinforced concrete or steel.
According to the technical scheme, the frame column is a rectangular column, a cylinder or other section columns, and a column cap can be arranged in a node area between the frame column and the frame beam as required.
According to the technical scheme, the frame beams are obliquely arranged along the diagonal line of the rectangular column net, each cross frame beam on the same diagonal line is continuous at the node of the beam column, every two continuous frame beams in different diagonal directions are intersected in the span, and other frame beams and secondary beams (except for the building function requirement part) are not arranged except for the frame beams.
According to the technical scheme, the continuous frame beam divides the floor into grids, and the grids are provided with floor slabs. The span of the floor slab is
(dimension L (length) × B (width), L of the column net>B) (ii) a In the case of square column net (L ═ B), B ═ 0.707B, the floor span is small, and small plate thickness and reinforcing bars can be used.
According to the technical scheme, the large-size vertical armpit is arranged at the beam end of the frame beam, the height of the vertical armpit is 1/14-1/24 of the span of the frame beam, and the length of the vertical armpit is 1/4-1/8 of the span of the frame beam. The height and the length of the vertical haunch are adjusted according to the size of the floor load and a calculation result, and when the floor load is large, a large value in a range is generally taken.
According to above-mentioned technical scheme, the vertical haunch height of beam-ends of basement frame roof beam receives the clear height restriction of building, and general basement is synthesized the pipeline total height and is 600 ~ 700mm, and the vertical haunch height of beam-ends can be taken to be 700 mm.
According to the technical scheme, the vertical haunch parts of the beam ends are generally linear (side view), and can also be adjusted to be curved (side view) on the basis of the linear haunch parts so as to meet the requirement of building attractiveness.
According to the technical scheme, the floor structure is most suitable for a top plate of a large-area underground space and can also be used for other floor positions;
in order to achieve better technical and economic indexes, a prestress technology can be adopted on the basis that:
according to the technical scheme, the local prestressed tendons are arranged in the vertical armpit sections of the beam ends, the two ends of the local prestressed tendons are respectively inserted into the vertical armpit sections on the two sides of the frame column, and the middle of the local prestressed tendons protrudes upwards.
According to the technical scheme, the continuous frame beam is a multi-span continuous frame beam, the continuous prestressed tendons are arranged in the beam body of the frame beam, and the continuous prestressed tendons are continuously arranged in the multi-span continuous frame beam.
According to the technical scheme, the frame beam (including the vertical armpit of the beam end) is internally provided with the composite beam-shaped prestressed tendons, the composite beam-shaped prestressed tendons are staggered and continuously arranged inside the frame beam, one end of each composite beam-shaped prestressed tendon is inserted into the vertical armpit of the beam end connected on the left side of the frame beam, and the other end of each composite beam-shaped prestressed tendon is inserted into the vertical armpit of the beam end connected on the right side of the frame beam.
According to the technical scheme, the shape of the prestressed tendon in the span of the frame beam can be a curve type, a linear type or a broken line type.
According to the technical scheme, the prestressed tendons are post-tensioned bonded prestressed tendons, and a slow bonding prestressed technology or a traditional bonded prestressed technology is adopted.
According to the technical scheme, the local prestressed tendons and the composite beam-shaped prestressed tendons are tensioned under the top plate, so that the crossing of floor construction operation is avoided.
According to the technical scheme, when the continuous prestressed tendon is longer, two ends of the continuous prestressed tendon are tensioned; the local prestressed tendons are continuously and symmetrically arranged on two sides of the frame column, and one end of each local prestressed tendon can be tensioned; one end of the composite beam-shaped prestressed tendon can be tensioned generally; the prestressed tendons, the local prestressed tendons and the composite beam-shaped prestressed tendons are tensioned in batches according to the floor system load condition in the construction stage.
The local prestressed tendons, the continuous prestressed tendons and the composite beam-shaped prestressed tendons can be arranged independently or jointly.
The invention has the following beneficial effects:
1. the oblique crossing haunched frame beam type floor system structure adopts a beam plate structure system, and has good ductility and high reliability; the frame beams are obliquely and crossly arranged, other frame beams and secondary beams are not arranged, the force transmission path of the structure is direct and clear, and the construction is convenient; the cross beam is suitable for a smaller high span ratio, and is beneficial to reducing the beam height; the cross beam is of a multidirectional force transmission structure under the action of vertical load, so that the redundancy and reliability of the structure are increased; the beam surface concrete near the intersection point is in a bidirectional compression state, so that the ultimate bearing capacity of the midspan section of the frame beam can be improved.
2. According to the oblique crossing haunched frame beam type floor system structure, on the premise that the building function is not influenced, vertical haunched measures are adopted at the beam end of a continuous frame beam, and a large haunched size is adopted, so that the section and the rigidity of the vertical haunched section of the beam end can be obviously increased, the internal force of the beam is distributed to the beam end and is concentrated, the advantage of high section bearing force of the beam end is fully exerted, meanwhile, the midspan internal force of the beam is obviously reduced, and the midspan beam height and the beam reinforcing bars can be obviously reduced.
3. The oblique crossing haunched frame beam type floor system structure adopts a post-tensioned adhesive prestress technology, and the prestressed tendons are arranged in the frame beam (including the beam end vertical haunched part) in a matching way, so that the using amount of common steel bars at the beam end can be obviously reduced, the problem of crowding of the steel bars at the beam end is solved, the requirements of the shear stress and the stirrup configuration at the beam end are reduced, the crack development at the beam end is effectively controlled, the durability of a component and the reliability of the shear bearing capacity at the beam end are improved, and the requirement of the mid-span deflection of the beam is better met.
4. According to the oblique-crossing haunched frame beam type floor system structure, the continuous frame beams are obliquely and crosswise arranged along the two-way diagonal lines of the rectangular column network, the large-size vertical haunched parts are adopted at the beam ends of the continuous frame beams, the remarkable advantages of the crossed beams and the haunched beams can be fully exerted, meanwhile, a post-tensioning bonding prestress technology is used for assisting, the height of the mid-span beam can be greatly reduced, and the reasonable design effect can be achieved in the aspects of reliability, durability, bearing capacity, deformation requirements and the like.
5. According to the oblique crossing haunched frame beam type floor system structure, continuous frame beams which are arranged in an oblique crossing mode divide a floor into floors with smaller spans (when square column nets are used, the plate spans are about 0.7 time of the size of the column nets), and the plate thickness and plate reinforcing bars can be greatly reduced; because the height of the middle span beam is small, the installation of equipment pipelines is convenient, and the requirement on the height of a building layer can be reduced, so that the excavation and transportation of earthwork are reduced, the water buoyancy and the reinforcing bars of the bottom plate are reduced, the construction period is shortened, and the investment is saved. The floor structure provided by the invention creatively integrates a plurality of advantages, has obvious comprehensive economic benefits, and can be widely applied to actual engineering.
Drawings
Fig. 1 is a three-dimensional perspective view of an oblique-crossing haunched frame beam type floor structure in embodiment 1 and embodiment 2 of the invention;
fig. 2 is a plan layout view of an oblique-crossing haunched frame beam type floor structure in embodiment 1 and embodiment 2 of the present invention;
fig. 3 is a sectional view a-a of fig. 2 with a continuous tendon and a partial tendon;
fig. 4 is a sectional view a-a of fig. 2 in the case of a composite tendon having a beam shape;
figure 5 is a plan view of a prior art floor construction of comparative example 1;
in the figure, a frame column-1, a frame beam-2, a cross point-3, a vertical haunch-4, a floor slab-5, a frame beam column joint area-6, a continuous prestressed tendon-7, a local prestressed tendon-8 and a composite beam-shaped prestressed tendon-9.
Detailed Description
The present invention will be described in detail below with reference to the accompanying drawings and examples.
Referring to fig. 1 to 2, the oblique-crossing haunched frame beam type floor system structure in the embodiment provided by the invention comprises a plurality of frame columns 1 distributed in a rectangular column network, continuous frame beams 2 arranged along the bidirectional diagonal lines of the rectangular column network and a floor slab 5 arranged between the frame beams, wherein every two of the cross frame beams 2 are crossed without other frame beams and secondary beams; the beam end of the frame beam 2 is provided with a large-size vertical haunch 4. The floor 5 is formed by dividing the floor by the continuous frame beam 2.
Further, several frame posts are arranged in an array to form a rectangular grid of posts.
Further, the frame column 1 is a square column of a square column net.
Further, the beam-end vertical haunch 4 is linear (side view).
Further, the height of the vertical haunch 4 at the beam end is 1/14-1/24 of the span of the frame beam 2, and the length of the vertical haunch 4 is 1/4-1/8 of the span of the frame beam 2. The height and the length of the vertical haunch 4 are adjusted according to the size of the floor load and the calculation result, and when the floor load is large, a large value in the range is generally taken.
Further, the continuous frame beam 2 divides the floor into grids, the floor slabs 5 are arranged at the grids, the slab span is about 0.7 times of the column distance of the frame column 1, and the smaller plate thickness and the reinforcing bars can be adopted.
Further, the floor is made of reinforced concrete.
Further, the size of the square column net is 8.1mX8.1m, the cross-sectional size of the frame beam 2 is 350mm (width) X550mm (height), the size of the beam end vertical haunch 4 is 2500mm (length) X700mm (height), and the thickness of the floor slab 5 is 250 mm.
Example 2
Referring to fig. 1 to 4, in an embodiment of the floor system structure provided by the present invention, on the basis of embodiment 1 (in embodiment 2, the sectional dimension of the frame beam 2 is 350mm (width) X400mm (height), and the rest is the same as that in embodiment 1), a tendon is disposed at a corresponding position; the prestressed tendons include three types:
the first prestressed tendon is arranged in the vertical armpit 4 section, a local prestressed tendon 8 is arranged in the vertical armpit 4 section, two ends of the local prestressed tendon 8 are respectively inserted into the vertical armpit 4 on two sides of the frame column 1, and the middle part of the local prestressed tendon is upwards raised.
The second type of prestressed tendons is that continuous prestressed tendons 7 are arranged inside the beam body of the frame beam 2, and the continuous prestressed tendons 7 are continuously arranged inside the continuous frame beam 2.
The third prestressed tendons is that the frame beam 2 (including the vertical armpit of the beam end) can also be provided with the composite beam-shaped prestressed tendons 9, the composite beam-shaped prestressed tendons 9 are staggered and continuously arranged inside the frame beam 2, one end of each composite beam-shaped prestressed tendons 9 is inserted into the vertical armpit 4 of the left side of the frame beam 2 and the other end of each composite beam-shaped prestressed tendons 9 is inserted into the vertical armpit 4 of the right side of the frame beam 2.
The arrangement modes of the three prestressed tendons can be any one of independent arrangement or multiple combined arrangement.
Further, the beam shape of the continuous prestressed tendon 7 and the composite beam-shaped prestressed tendon 9 in the midspan is a curve.
Furthermore, the prestressed tendons are post-tensioned bonded prestressed tendons, and a slow bonding prestressed technology is adopted.
Furthermore, the local prestressed tendons 8 and the composite beam-shaped prestressed tendons 9 are tensioned under the top plate, so that intersection of floor construction operation is avoided.
Furthermore, when the continuous prestressed tendon 7 is long, two ends are adopted for tensioning; the local prestressed tendons 8 are continuously and symmetrically arranged at two sides of the frame column 1, and one end of each local prestressed tendon can be tensioned; one end of the composite beam-shaped prestressed tendon 9 can be tensioned generally; the continuous prestressed tendons 7, the local prestressed tendons 8 and the composite beam-shaped prestressed tendons 9 are tensioned in batches according to the floor system load condition in the construction stage.
In one embodiment of the invention, the floor structure comprises the following arrangement scheme: firstly, a rectangular column net is determined according to the building functional layout, the floor load is determined according to the use functional requirements, the size of a frame column 1 is determined according to the axial pressure ratio and the construction requirements, then the prestress technology is adopted, the beam height of continuous frame beams 2 which are obliquely and crossly arranged and the size of a vertical haunch 4 at the beam end are optimized, the effects of reducing the height of a middle-span beam and reducing the beam reinforcing bar are achieved, and the deflection and the cracks of the beam are rechecked, so that the optimal design effect is achieved. At the side span of the rectangular column net, because the side span beam is discontinuous at the outermost column, the internal force of the beam is greatly changed compared with the middle standard cell, so the side span and the second span can adjust the vertical haunch size of the frame beam and the beam end according to the internal force analysis result, and the local beam plate arrangement can be changed if necessary. During basement roof earthing construction, should avoid appearing local earthing discrepancy in elevation too big and the too big circumstances of unbalanced moment of bending of adjacent stride that arouses, should set up reliable vertical braces below the roof in the great region of earthing thickness when necessary. When the soil is covered in the subareas, reliable vertical supports are arranged below the top plates of the side spans and the adjacent inner span areas.
Comparative example 1
Referring to fig. 5, a comparative example provided by the present invention is a structure in the prior art, in which a floor structure in the prior art includes a plurality of frame columns 1 and continuous frame beams 2 distributed in a rectangular column network, the frame beams 2 are arranged along the longitudinal and transverse center lines of the rectangular column network to form a grid structure, and a floor slab 5 is disposed between the frame beams 2.
Further, the frame columns 1 are square column net square columns, and the floor is made of reinforced concrete.
Further, the square column net size is 8.1mx8.1m, the sectional size of the frame beam 2 is 400mm (width) X800mm (height), and the thickness of the floor slab 5 is 300 mm.
The usage amounts of common steel bars and concrete of the floor system structure in one standard cell (8.1mX8.1m) in the embodiment 1, the embodiment 2 and the comparative example 1 are compared as shown in the following table; for convenience of comparison, HRB 400-grade steel bars and C35 waterproof concrete are uniformly adopted, the earthquake and temperature effects are not considered, and 25kN/m is taken as the dead load (self-weight automatic consideration)2The live load is 10kN/m2。
In order to compare the comprehensive economic benefits, the cost of the C35 waterproof concrete comprehensive single formula is 650 yuan/m3The comprehensive unit cost of the common steel bars is 5500 yuan/t, and the basement is excavated according to the saving of 32 yuan/m when every 100mm of the basement is reduced2Consider.
Example 1 comparative example 1:
1) the concrete and the common steel bar reduce the cost by about 85 yuan/m2；
2) The height of the beam is reduced, namely the excavation of the basement is reduced by 250mm, and the manufacturing cost can be reduced by 80 yuan/m2；
3) Beam end haunching will enlarge the templateThe difficulty and workload of workers and the increase of the manufacturing cost are about 20 yuan/m2Counting;
the total reduction cost is about 145 yuan/m2。
Example 2 comparative example 1:
1) the concrete and the common steel bar reduce the manufacturing cost by about 124 yuan/m2；
2) The cost of the slow-bonding prestressed tendon (including anchorage) is about 52 yuan/m in terms of 20 yuan/kg of prestressed tendon2；
3) The height of the beam is reduced, namely the excavation of the basement is reduced by 400mm, and the manufacturing cost can be reduced by 128 yuan/m2；
4) The beam end haunching increases the difficulty and workload of template construction, increases the manufacturing cost by about 20 yuan/m2Counting;
the total cost is reduced by about 180 yuan/m2。
Example 2 comparison to example 1:
reduce the cost by about 35 yuan/m2。
The above is only a preferred embodiment of the present invention, and certainly, the scope of the present invention should not be limited thereby, and therefore, the present invention is not limited by the scope of the claims.
Claims (10)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110367480.5A CN112982780A (en) | 2021-04-06 | 2021-04-06 | Oblique crossing haunched frame beam type floor structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110367480.5A CN112982780A (en) | 2021-04-06 | 2021-04-06 | Oblique crossing haunched frame beam type floor structure |
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| Publication Number | Publication Date |
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| CN112982780A true CN112982780A (en) | 2021-06-18 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202110367480.5A Withdrawn CN112982780A (en) | 2021-04-06 | 2021-04-06 | Oblique crossing haunched frame beam type floor structure |
Country Status (1)
| Country | Link |
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| CN (1) | CN112982780A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108265866A (en) * | 2018-03-28 | 2018-07-10 | 吴葆永 | Bolumn cap radiates the novel floor system of cross coupling |
| CN115749087A (en) * | 2022-10-27 | 2023-03-07 | 广东省铁路规划设计研究院有限公司 | Beam-slab type floor structure and construction method thereof |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4505087A (en) * | 1983-03-14 | 1985-03-19 | U.S. Filigree Wideslab, Inc. | Method of construction of concrete decks with haunched supporting beams |
| CN1974970A (en) * | 2006-12-08 | 2007-06-06 | 华南理工大学 | Steel reinforced concrete frame structure with haunched strut |
| CN103590487A (en) * | 2013-11-14 | 2014-02-19 | 苏州工业园区设计研究院股份有限公司 | Cast-in-place reinforced concrete haunched beam structure |
| CN108265866A (en) * | 2018-03-28 | 2018-07-10 | 吴葆永 | Bolumn cap radiates the novel floor system of cross coupling |
| CN208578158U (en) * | 2018-03-21 | 2019-03-05 | 中铁十二局集团建筑安装工程有限公司 | A kind of haunch two directions tension prestressed concrete complexity bean column node |
| CN211714649U (en) * | 2019-12-05 | 2020-10-20 | 中国建筑第八工程局有限公司 | IMS system pulls out post structure |
| CN216340342U (en) * | 2021-04-06 | 2022-04-19 | 周俊利 | Oblique crossing haunched frame beam type floor structure |
-
2021
- 2021-04-06 CN CN202110367480.5A patent/CN112982780A/en not_active Withdrawn
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4505087A (en) * | 1983-03-14 | 1985-03-19 | U.S. Filigree Wideslab, Inc. | Method of construction of concrete decks with haunched supporting beams |
| CN1974970A (en) * | 2006-12-08 | 2007-06-06 | 华南理工大学 | Steel reinforced concrete frame structure with haunched strut |
| CN103590487A (en) * | 2013-11-14 | 2014-02-19 | 苏州工业园区设计研究院股份有限公司 | Cast-in-place reinforced concrete haunched beam structure |
| CN208578158U (en) * | 2018-03-21 | 2019-03-05 | 中铁十二局集团建筑安装工程有限公司 | A kind of haunch two directions tension prestressed concrete complexity bean column node |
| CN108265866A (en) * | 2018-03-28 | 2018-07-10 | 吴葆永 | Bolumn cap radiates the novel floor system of cross coupling |
| CN211714649U (en) * | 2019-12-05 | 2020-10-20 | 中国建筑第八工程局有限公司 | IMS system pulls out post structure |
| CN216340342U (en) * | 2021-04-06 | 2022-04-19 | 周俊利 | Oblique crossing haunched frame beam type floor structure |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108265866A (en) * | 2018-03-28 | 2018-07-10 | 吴葆永 | Bolumn cap radiates the novel floor system of cross coupling |
| CN108265866B (en) * | 2018-03-28 | 2024-04-09 | 吴葆永 | Column cap radiation cross Liang Xinxing floor system |
| CN115749087A (en) * | 2022-10-27 | 2023-03-07 | 广东省铁路规划设计研究院有限公司 | Beam-slab type floor structure and construction method thereof |
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Application publication date: 20210618 |
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