CN211690765U - Novel horizontal floor supporting structure - Google Patents
Novel horizontal floor supporting structure Download PDFInfo
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- CN211690765U CN211690765U CN201922352667.9U CN201922352667U CN211690765U CN 211690765 U CN211690765 U CN 211690765U CN 201922352667 U CN201922352667 U CN 201922352667U CN 211690765 U CN211690765 U CN 211690765U
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Abstract
The utility model provides a novel floor horizontal supporting structure, wherein the horizontal support is fixedly connected with a floor steel beam, the horizontal support is composed of a plurality of horizontally arranged steel belts, the thickness of each steel belt is equal to that of a flange plate of the floor steel beam, and the width of each steel belt is selectively customized according to the structural stress requirement; one end of a steel belt of the horizontal support is horizontally connected with the upper flange of the floor steel beam, and the other end of the steel belt of the horizontal support is connected with the frame column; the steel band surface is equipped with the peg along its length direction, the utility model discloses a steel band horizontal bracing is dead weight little, and mill's preparation, transportation, on-the-spot simple to operate connection structure are simple, reliable, do not receive floor secondary beam to arrange the influence of direction and interval, do not receive connection angle's restriction, increase the bulk rigidity that the floor supported on the one hand, on the other hand also solves the outer gentle shortcoming of simple steel band plane itself, and is whole effectual.
Description
Technical Field
The utility model belongs to the technical field of steel construction building, concretely relates to novel floor horizontal brace and construction method thereof.
Background
For high-rise and super high-rise buildings, the integral rigidity and the bearing capacity of the floor structure are important for ensuring the assumption of a rigid floor slab, so that the integral working characteristics of the actual structure are consistent with those of a design calculation model as much as possible, and the integral safety of the structure is ensured.
In actual engineering, the floor rigidity of a building often fails to satisfy the rigid floor assumption for various reasons. For example, because the plane size of the building is long and narrow, the plane is irregular, the structure torsion effect is more obvious under the earthquake action, the bearing capacity of the floor system structure cannot be ensured only by the traditional design method and the construction measure, and the whole safety of the structure is weakened. For another example, the floor of a building is weakened to different degrees due to the discontinuous floor slab, irregular concave-convex, large open hole and the like, which are usually required by the facade modeling and the internal function. These are also very disadvantageous for high-rise buildings with seismic fortification requirements, especially in high-intensity areas.
To solve the above problems, two methods are generally adopted: 1) increasing the thickness of the floor slab and reinforcing bars thereof; 2) and a floor horizontal support is arranged. On one hand, the first method not only increases the self weight of the structure by increasing the thickness of the floor slab, but also increases the load of the foundation and the vertical bearing component and increases the manufacturing cost; on the other hand, the vertical load corresponding to the dead weight increases the earthquake action, the requirement on the lateral force resistance of the structure is improved, and the earthquake-resistant design is unfavorable. Therefore, the second method is more likely to be adopted in practical engineering. The horizontal floor support usually adopts a rod body or a beam body with I-shaped, rectangular, round pipe, angle steel and other sections. In the existing method, a horizontal support is connected with a floor frame column, the horizontal support needs to cross a floor secondary beam, the floor secondary beam is usually arranged in parallel, the distance is about 2.1-3.3 m, and the elevation of the horizontal support is positioned on the upper flange or the lower flange of a floor steel beam and can also be positioned in the beam height range. The horizontal support is broken by the floor sub-beams and becomes very fragmented. The connection work with the secondary beam during construction is also very complicated, and cannot be widely used.
SUMMERY OF THE UTILITY MODEL
The to-be-solved technical problem of the utility model is: the existing method for making up the lack of rigidity of the floor system, the insufficient bearing capacity and the unsatisfied integral anti-seismic performance by arranging the horizontal supporting structure often has the defects of fragmentary supporting members, complicated connecting nodes, difficult construction and the like.
In order to solve the defects, the utility model provides a with practice thrift steel, simple manufacture, construction convenient and fast, be convenient for industrial production, the good floor horizontal support way of social and economic performance. The utility model discloses a technical means be:
a novel floor horizontal supporting structure is characterized in that a horizontal support is fixedly connected with a floor steel beam, the horizontal support is composed of a plurality of horizontally arranged steel belts, the thickness of each steel belt is equal to that of a flange plate of the floor steel beam, and the width of each steel belt is selectively customized according to the structural stress requirement; one end of a steel belt of the horizontal support is horizontally connected with the upper flange of the floor steel beam, and the other end of the steel belt of the horizontal support is connected with the frame column; the surface of the steel strip is provided with studs along the length direction.
The utility model has the advantages that: 1) the horizontal support rod piece of the structure adopts a steel belt section form, the dead weight is small, the factory manufacture is simple and convenient, and the transportation and the field installation are convenient. 2) This novel horizontal steel band supports and the complete butt joint of floor girder steel edge of a wing limit opposite side, and connection structure is simple, reliable, does not receive the influence that floor secondary beam arranged direction and interval. 3) The connection structure of the horizontal steel belt support and the steel column is simple and reliable and is not limited by the connection angle. 4) Be provided with the peg on the horizontal steel band supports, can be in the same place with floor concrete is effective, increases the bulk rigidity that floor supported on the one hand, and on the other hand also solves the shortcoming of pure steel band itself plane outer relatively gentle, and is whole effectual.
Preferably, the end part of the steel strip is arranged into an oblique angle end, and the oblique angle is randomly arranged. The steel belt and the upper flange of the steel beam are obliquely crossed at any angle.
Preferably, the steel strip and the steel beam are provided with lining plates at the lower sides of the flange connecting nodes, and the steel strip and the steel beam are integrally welded at the upper flange through fusion with gaps. After welding, equal-strength butt joint connection is formed between the steel belt and the beam flange plate, and the high efficiency of supporting connection is guaranteed.
Preferably, the upper side of the connecting node of the steel belt and the upper flange of the steel beam is provided with an installation anchor plate, the installation anchor plate is vertically perpendicular to the upper flange and the surface of the steel belt, the bottom edge of the installation anchor plate spans the connecting seam of the steel belt and the flange plate, the left side of the installation anchor plate is fixedly connected with the flange plate, and the right side of the installation anchor plate is fixedly connected with the steel belt.
Preferably, the first steel belt is connected on the left side of the upper flange of the steel beam, the second steel belt is connected on the right side of the upper flange of the steel beam, and the first steel belt and the second steel belt are located on the same central line. The force transmission is ensured to be direct and efficient, and secondary stress caused by connection eccentricity to the flange of the beam is avoided.
Furthermore, the first steel belt and the second steel belt are connected with each other through the arrangement of the installation anchor plate, the installation anchor plate is installed on a central line of the first steel belt and the second steel belt, and the installation anchor plate is provided with three connecting points which are fixedly connected with the first steel belt, the beam flange and the second steel belt respectively.
Preferably, the end of the steel strip connected to the circular frame post is provided with an arc-shaped end portion matching the surface of the circular frame post.
Preferably, one end of the steel strip connected with the corner of the rectangular frame column is a dovetail-shaped end matched with the corner of the rectangular frame column.
Drawings
FIG. 1: the horizontal steel belt support is in butt joint with the flange of the floor steel beam;
FIG. 2: the horizontal steel belt support and the beam flange connecting structure;
FIG. 3: the horizontal steel belt support and the beam flange plate are in a pre-fixing structure;
FIG. 4: the connecting structure of the horizontal steel belt support and the circular frame column;
FIG. 5: the connecting structure of the horizontal steel belt support and the rectangular frame column;
FIG. 6: schematic illustration of the placement of the peg.
FIG. 7: another embodiment of the horizontal steel belt support structure;
FIG. 8: the node structure chart of the first steel belt and the second steel belt.
In the figure: girder steel 1, first steel band 2, second steel band 3, welt 4, installation anchor plate 5, frame post 6, peg 7.
Detailed Description
In the description of the present invention, the terms "first", "second" and "third" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance; the terms "mounted," "connected," "fixed," and the like are to be construed broadly and include, for example, fixed connections, detachable connections, or integral connections; may be directly connected or indirectly connected through an intermediate. The specific meaning of the above terms in the present invention can be understood according to specific situations by those skilled in the art.
In the description of the present specification, the description of the term "one embodiment" or the like means that a particular feature, structure, material, or characteristic described in connection with the embodiment or example is included in at least one embodiment or example of the invention.
The technical scheme of the utility model is described in detail below with the accompanying drawings and the specific embodiments:
the first embodiment is as follows:
with reference to the attached drawings 1, 2, 4, 5 and 6, the novel floor horizontal support structure is fixedly connected with a floor steel beam, the horizontal support is composed of a plurality of horizontally arranged steel belts (2 and 3), the thickness of the steel belts (2 and 3) is equal to that of a flange plate of the floor steel beam 1, and the width of each steel belt is selectively customized according to the structural stress requirement; one end of each of the steel belts (2 and 3) which are horizontally supported is horizontally connected with the upper flange of the floor steel beam 1, and the other end of each of the steel belts is connected with the frame column 6; the surface of the steel strip is provided with pegs 7 along its length.
Wherein, the steel band sets up welt 4 with girder steel upper limb connected node downside, and the steel band adopts the penetration welding in band gap integrative with the upper limb. After welding, equal-strength butt joint connection is formed between the steel strip support and the beam flange, and the high efficiency of support connection is guaranteed.
Example two:
on the basis of the first embodiment shown in fig. 1, the end portion of the steel strip is made into an oblique angle end, the oblique angle end can be set to any angle, the steel strip is obliquely crossed with the flange plate of the steel beam 1, and the crossed angle is set according to the stress requirement.
Furthermore, first steel band 2 is connected on the left side of the beam flange, second steel band 3 is connected on the right side of the beam flange, first steel band 2 and second steel band 3 are located on the same central line, and first steel band 2 and second steel band 3 are collinear to form a construction line which is intersected with the steel beam in the stress direction, so that the fact that force transmission is direct and efficient is guaranteed. Still further, the supporting structure line is not only designed as one line, but also can be added with oblique supporting in the other direction at the intersection point, and the structure of the double oblique lines is shown in fig. 7.
As shown in fig. 3, the steel strip has a low dead weight, and the end of the steel strip (2 or 3) and the flange plate of the beam can be temporarily fixed by the anchor plate 5 before welding. Specifically, the upper side of a connecting node of the steel belt and the upper flange of the floor steel beam 1 is provided with a mounting anchor plate 5, the mounting anchor plate 5 is vertically arranged perpendicular to the upper flange of the steel beam and the surface of the steel belt, the bottom edge of the mounting anchor plate spans a connecting seam of the steel belt and the flange plate, the left side of the mounting anchor plate is fixedly connected with the upper flange plate of the steel beam, and the right side of the mounting anchor plate is fixedly connected with the steel belt (2 or 3.
Example three:
on the basis of one or more supporting construction lines which are designed in the second embodiment and obliquely intersect with the steel beam, as shown in fig. 8, the third embodiment is as follows: the first steel strip 2 and the second steel strip 3 are further connected through a mounting anchor plate 5 ', the mounting anchor plate 5' is larger than the anchor plate across one welding seam, the mounting anchor plate 5 'is mounted on a central line of the first steel strip 2 and the second steel strip 3, and the mounting anchor plate 5' is provided with three connecting points which are fixedly connected with the first steel strip 2, the upper flange and the second steel strip 3 respectively. The installation anchor plate 5' effectively conducts stress of the first steel belt and the second steel belt, reduces stress of the steel beam, and has the function of the anchor plate to strengthen the structures of the steel belts and concrete.
One end of the steel strip connected with the circular frame column 6 is provided with an arc-shaped end part matched with the surface of the circular frame column.
One end of the steel belt connected with the corner of the rectangular frame column 6 is a dovetail-shaped end part matched with the corner of the rectangular frame column.
The utility model discloses a concrete shape of installation anchor slab 5 does: the upper part of the mounting anchor plate 5 is square, and the lower part is provided with an arched notch for avoiding a joint. The mounting anchor plate 5' for connecting the first steel strip and the second steel strip requires two arcuate recesses.
The construction method of the novel floor horizontal support structure is carried out according to the following steps:
the first step is as follows: a. finding out an intersection point of the horizontal support of the floor and the steel beam according to a floor structure layout; b. and cutting steel plates with the thickness equivalent to that of the steel beam flange plates into steel strips, and determining the width and the number of the steel strips according to the demand of structural calculation stress.
The second step is that: the end part of the steel belt is made into an oblique angle side, and the first steel belt is pre-connected with the left side of the upper flange of the steel beam at the intersection point through at least one mounting anchor plate; the second steel belt is pre-connected with the right side of the upper flange of the steel beam at the intersection point through at least one mounting anchor plate; the steel band aligns with girder steel upper flange board level when pre-connecting, and first steel band and second steel band setting are on same one and girder steel skew line.
The third step: the other end of the steel belt is connected with the frame column, and the connecting end of the steel belt and the frame column is made into an end structure matched with the surface shape of the frame column.
The fourth step: a lining plate is arranged on the lower side of a connecting node of the steel belt and the upper flange plate of the floor beam, fusion penetration welding with a gap is adopted between the steel belt and the upper flange plate, equal-strength butt joint connection is formed between the steel belt type horizontal support and the beam flange plate, and the installation anchor plate is detached after welding is completed; similarly, the connecting ends of the steel belt support and the frame columns are welded along the connecting seam with equal strength.
The fifth step: as shown in figure 6, a plurality of pegs 7 are uniformly fixed on the upper surfaces of all the steel strips along the length direction of the steel strips.
Furthermore, another group of first steel belts and second steel belts are arranged on the other oblique intersection line of the steel beam.
Furthermore, a first steel belt and a second steel belt which are positioned on the same oblique intersection line are connected through an installation anchor plate, the installation anchor plate is vertically arranged on the steel belt and the steel beam flange plate, and the bottom edge of the installation anchor plate is fixedly connected with the first steel belt, the steel beam flange and the second steel belt.
The utility model has the advantages that: 1) the horizontal support rod piece of the structure adopts a steel belt section form, the factory manufacture is simple and convenient, and the transportation and the field installation are convenient. 2) The horizontal steel belt support is in complete butt joint with the flange edge opposite side of the floor steel beam, the connection structure is simple and reliable, and the horizontal steel belt support is not influenced by the arrangement direction and the distance of the floor secondary beam. 3) The connection structure of the horizontal steel belt support and the steel column is simple and reliable and is not limited by the connection angle. 4) Be provided with the peg on the horizontal steel band supports, can be in the same place with floor concrete is effective, increases the bulk rigidity that floor supported on the one hand, and on the other hand also solves the shortcoming of pure steel band itself plane outer relatively gentle, and is whole effectual.
Claims (8)
1. The utility model provides a novel horizontal bearing structure of floor, horizontal brace and floor girder steel rigid coupling, characterized by: the horizontal support is composed of a plurality of horizontally arranged steel belts, the thickness of each steel belt is equivalent to that of a flange plate of a steel beam on the floor, and the width of each steel belt is selectively customized according to the structural stress requirement; one end of a steel belt of the horizontal support is horizontally connected with the upper flange of the floor steel beam, and the other end of the steel belt of the horizontal support is connected with the frame column; the surface of the steel strip is provided with studs along the length direction.
2. The new floor level support structure of claim 1, wherein: the steel band sets up the welt with girder steel upper limb connected node downside, and steel band and girder steel upper limb adopt the penetration welding of band gap integrative.
3. The new floor level support structure of claim 1, wherein: the end part of the steel belt is set to be an oblique angle end, the oblique angle is set randomly, and the steel belt and the upper flange of the steel beam are obliquely crossed at any angle.
4. The new floor level support structure of claim 1, wherein: the upper side of the connecting node of the steel belt and the upper flange of the steel beam is provided with an installation anchor plate, the installation anchor plate is vertically perpendicular to the upper flange and the surface of the steel belt, the bottom edge of the installation anchor plate spans the connecting seam of the steel belt and the flange plate, the left side of the installation anchor plate is fixedly connected with the flange plate, and the right side of the installation anchor plate is fixedly connected with the steel belt.
5. The new floor level support structure according to any one of claims 1-4, characterized in that: the left side of the upper flange of the steel beam is connected with a first steel belt, the right side of the upper flange of the steel beam is connected with a second steel belt, and the first steel belt and the second steel belt are located on the same central line.
6. The new floor level support structure of claim 5, wherein: the first steel belt and the second steel belt are connected with each other through the installation anchor plate, the installation anchor plate is installed on the central line of the first steel belt and the second steel belt, and the installation anchor plate is provided with three connecting points which are fixedly connected with the first steel belt, the beam flange and the second steel belt respectively.
7. The new floor level support structure of claim 6, wherein: one end of the steel belt connected with the circular frame column is set to be an arc-shaped end part matched with the surface of the circular frame column.
8. The new floor level support structure of claim 6, wherein: one end of the steel belt connected with the corner of the rectangular frame column is a dovetail-shaped end part matched with the corner of the rectangular frame column.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922352667.9U CN211690765U (en) | 2019-12-24 | 2019-12-24 | Novel horizontal floor supporting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922352667.9U CN211690765U (en) | 2019-12-24 | 2019-12-24 | Novel horizontal floor supporting structure |
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| Publication Number | Publication Date |
|---|---|
| CN211690765U true CN211690765U (en) | 2020-10-16 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201922352667.9U Active CN211690765U (en) | 2019-12-24 | 2019-12-24 | Novel horizontal floor supporting structure |
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| CN (1) | CN211690765U (en) |
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- 2019-12-24 CN CN201922352667.9U patent/CN211690765U/en active Active
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