CN205935353U - Arch without beam structure - Google Patents
Arch without beam structure Download PDFInfo
- Publication number
- CN205935353U CN205935353U CN201620654471.9U CN201620654471U CN205935353U CN 205935353 U CN205935353 U CN 205935353U CN 201620654471 U CN201620654471 U CN 201620654471U CN 205935353 U CN205935353 U CN 205935353U
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- Prior art keywords
- principal rod
- arch
- muscle
- underbeam
- top surface
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Abstract
The utility model relates to an arch without beam structure, the arch without beam and the concrete support post that form including the one -piece casting, the arch without beam comprises bottom surface, concrete support post, top surface wall body, be equipped with upper beam principal rod and underbeam principal rod among the arch without beam steel reinforcing structure on bottom surface, the top surface, joint muscle violently go up the welding on upper beam principal rod and underbeam principal rod, the support cylinder on help on the flaccidity of tendon and muscle with pile cap on joint muscle weld mutually, combination department of pile cap and roof beam is with a plurality of arrangement of reinforcement fastened by welding. The utility model discloses enlarging the headroom high -usage, saving building materials, improve the construction progress, the texture is closeer moreover, and the crushing resistance is higher, and the anti -vibration is strikeed byer force.
Description
Technical field
This utility model is related to field of civil engineering technology, is related specifically to a kind of flat slab structure.
Background technology
Arch without beam is mainly used in building interlayer headroom is had higher requirements and the conditional building structure of floor height, work
Industry freezer, market place builet below the ground or work platformses, these places are due to particular/special requirements such as pipe arrangement or techniques, and cannot arrange beam structure
The structure of part, is characterized in reinforced concrete floor plate directly and vertical supporting component (as reinforced column or shear wall etc.)
It is connected, no beam class component under superstructure, fully rely on building cover board itself and bear moment of flexure and shearing.Due to the finite thickness of building cover board,
Cause moment of flexure resistance and the punch resistant capability of its link position poor, thus bearing larger load or earthquake load in flooring
Effect is lower to form weak location, and particularly Punching Shear destroys as brittle break, destroys suddenly, only has very little deformation before destruction,
Cannot advance observations or send early warning signal, there is larger danger.A kind of structure is simple, and arch without beam easy for installation is tied
Structure is the problem that engineering circles compel highly necessary solution.
Utility model content
The purpose of this utility model is that this arch without beam is tied in order to solve the above problems, propose a kind of flat slab structure
Structure expands headroom utilization rate height, saves building materials, improves construction speed, and quality is closeer, crushing resistance is higher, and anti-vibrating and impact is more
By force.
The purpose of this utility model is achieved through the following technical solutions：Flat slab structure it is characterised in that：Bag
Include arch without beam and the concrete stud of one-piece casting, described arch without beam is by bottom surface, concrete stud, top surface body of wall group
Become；In described arch without beam bar construction, bottom surface, top surface are provided with upper beam principal rod and underbeam principal rod, on described association's muscle is horizontal
It is welded on upper beam principal rod and underbeam principal rod；Help on described stud body and weld with the association's muscle phase on cap on flaccidity of tendon and muscle, post
The junction of cap and beam is with some arrangement of reinforcement reinforcement of welds.
Described top surface upper beam principal rod and underbeam principal rod are located at same level height with the top on bottom surface.
：Described upper beam principal rod and underbeam principal rod are formed in one attachment structure.
Described concrete stud is reinforcing bar or profile steel concrete column, and it is cylinder or square or rectangle rod structure.
Vertically it is provided with some reinforcements in described concrete column.
This utility model becomes the original beam concentrating stress into the corbeling system of countless dispersion space stress, makes same
High floor expands headroom utilization rate height, saves building materials, improves construction speed, and quality is closeer, crushing resistance is higher, anti-vibration
Impact is higher.
Brief description
Fig. 1 is structural representation of the present utility model；
Fig. 2 is reinforcing bar distribution schematic diagram of the present utility model；
1- bottom surface, 2- concrete stud, 3- top surface, 4- stud body, 5- cap, 6- body of wall, 7- arch without beam, 8- helps muscle,
9- assists muscle, 10- underbeam principal rod, 11- upper beam principal rod
Specific embodiment
With reference to the accompanying drawings and examples this utility model is further described：
Embodiment：Referring to accompanying drawing 1, flat slab structure, the arch without beam 7 including one-piece casting and concrete stud
2, described arch without beam 7 is made up of bottom surface 1, concrete stud 2, top surface 3 body of wall 6；Bottom surface in described arch without beam bar construction
1st, top surface 3 is provided with upper beam principal rod 11 and underbeam principal rod 10, be welded on described association's muscle 9 is horizontal upper beam principal rod 11 and under
On beam stress muscle 10；Help muscle 8 to indulge on described stud body 4 above mutually to weld with the association's muscle 9 on cap 5, the junction of cap 5 and beam
With some arrangement of reinforcement reinforcement of welds；Top on described top surface 3 upper beam principal rod 11 and underbeam principal rod 10 and bottom surface 1 is located at same
Level height；Described upper beam principal rod 11 and underbeam principal rod 10 are formed in one attachment structure；Described concrete stud is steel
Muscle or profile steel concrete column, it is cylinder or square or rectangle rod structure；Vertically it is provided with some reinforcements in described concrete column
Muscle.
Finally it should be noted that：Obviously, above-described embodiment is only intended to clearly illustrate this utility model example,
And the not restriction to embodiment.For those of ordinary skill in the field, also may be used on the basis of the above description
To make other changes in different forms.There is no need to be exhaustive to all of embodiment.And thus
The obvious change extended out or change among still in protection domain of the present utility model.
Claims (4)
1. a kind of flat slab structure it is characterised in that：Arch without beam (7) including one-piece casting and concrete stud
(2), described arch without beam (7) is made up of bottom surface (1), concrete stud (2), top surface (3) body of wall (6)；Described arch without beam steel
In muscle structure, bottom surface (1), top surface (3) are provided with upper beam principal rod (11) and underbeam principal rod (10), on described association's muscle (9) is horizontal
It is welded on upper beam principal rod (11) and underbeam principal rod (10)；Muscle (8) is helped to indulge upper and cap (5) on described stud body (4)
On association's muscle (9) mutually weld, the junction of cap (5) and beam is with some arrangement of reinforcement reinforcement of welds.
2. flat slab structure according to claim 1 it is characterised in that：Described top surface (3) upper beam principal rod (11) and
Underbeam principal rod (10) is located at same level height with the top on bottom surface (1).
3. flat slab structure according to claim 1 it is characterised in that：：Described upper beam principal rod (11) and underbeam are subject to
Power muscle (10) is formed in one attachment structure.
4. flat slab structure according to claim 1 it is characterised in that：Described concrete stud is reinforcing bar or shaped steel mixes
Solidifying earth pillar, it is cylinder or square or rectangle rod structure.
Flat slab structure according to claim 1 it is characterised in that：Vertically it is provided with some in described concrete column to add
Strong muscle.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620654471.9U CN205935353U (en) | 2016-06-28 | 2016-06-28 | Arch without beam structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620654471.9U CN205935353U (en) | 2016-06-28 | 2016-06-28 | Arch without beam structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205935353U true CN205935353U (en) | 2017-02-08 |
Family
ID=57931205
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620654471.9U Active CN205935353U (en) | 2016-06-28 | 2016-06-28 | Arch without beam structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205935353U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111677315A (en) * | 2020-04-21 | 2020-09-18 | 广东省建筑科学研究院集团股份有限公司 | Reinforcing member and reinforcing method for column cap of flat slab |
| CN112459470A (en) * | 2020-11-27 | 2021-03-09 | 上海宝冶集团有限公司 | Beam-free plate interlayer supporting and formwork removing method |
-
2016
- 2016-06-28 CN CN201620654471.9U patent/CN205935353U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111677315A (en) * | 2020-04-21 | 2020-09-18 | 广东省建筑科学研究院集团股份有限公司 | Reinforcing member and reinforcing method for column cap of flat slab |
| CN112459470A (en) * | 2020-11-27 | 2021-03-09 | 上海宝冶集团有限公司 | Beam-free plate interlayer supporting and formwork removing method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |