CN207846861U - A kind of band bolumn cap concrete wide-flat beam structure - Google Patents
A kind of band bolumn cap concrete wide-flat beam structure Download PDFInfo
- Publication number
- CN207846861U CN207846861U CN201820024848.1U CN201820024848U CN207846861U CN 207846861 U CN207846861 U CN 207846861U CN 201820024848 U CN201820024848 U CN 201820024848U CN 207846861 U CN207846861 U CN 207846861U
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- China
- Prior art keywords
- bolumn cap
- wide
- flat beam
- fore
- siphunculus
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Abstract
The utility model discloses a kind of band bolumn cap concrete wide-flat beam structure, structure includes：Floor drain, plate face, wide-flat beam, big bolumn cap, small bolumn cap, fore-set, pedestal, stirrup, siphunculus, water pipe, the floor drain is vertically fixed on the center at the top of plate face, the plate face is horizontally arranged at the upper end of wide-flat beam, the wide-flat beam is installed in the upper surface of small bolumn cap by big bolumn cap level, the bottom end of the small bolumn cap and the upper end of fore-set pour connection, the removable top cover that the floor drain of the utility model is equipped with can enable discharge outlet press adjusting by the cooperation of kelly and spring, realize wide-flat beam structure has good superiority in global design, because its base shear is higher than the layout of general beam, so the risk undertaken is also lower, especially under the action of Earthquake Internal Force, influence caused by damaging can be effectively reduced, and built-in siphunculus can facilitate installation drainpipe.
Description
Technical field
The utility model is a kind of band bolumn cap concrete wide-flat beam structure, belongs to wide-flat beam construction applications.
Background technology
It is basic raw material that the design concept of wide-flat beam structure, which is exactly using armored concrete, is reduced interior when earthquake occurs
Power generates skyscraper a kind of structure of damage, has the function of reducing floor height and building total height.In construction cost
On, since the difficulty of construction of this structure is effectively reduced, so a large number of cost is also saved, current
It is relatively conventional in engineering construction.The whole wide height in its section wants bigger compared with general structure, so construction Difficulties are beam column
In the stress of node, currently still above-mentioned construction Difficulties do not may be implemented in the design method of comparatively perfect
But the drainpipe of prior art high-rise building is all plug-in, is easy that colloid aging is made to cause under irradiation by sunlight
Water pipe is damaged, and discharge outlet is easy accumulation dust and causes impeded drainage.
Utility model content
In view of the deficienciess of the prior art, the utility model aim is to provide a kind of band bolumn cap concrete wide-flat beam knot
Structure, the drainpipe to solve high-rise building is all plug-in, is easy to make colloid aging that water pipe be caused to damage under irradiation by sunlight,
And discharge outlet is easy the problem of accumulation dust causes impeded drainage.
To achieve the goals above, the utility model is to realize by the following technical solutions：A kind of band bolumn cap coagulation
Native wide-flat beam structure, structure include：Floor drain, plate face, wide-flat beam, big bolumn cap, small bolumn cap, fore-set, pedestal, stirrup, siphunculus, water
Pipe, the floor drain are vertically fixed on the center at the top of plate face, and the plate face is horizontally arranged at the upper end of wide-flat beam, the wide-flat beam
The upper surface of small bolumn cap is installed in by big bolumn cap level, the bottom end of the small bolumn cap and the upper end of fore-set pour connection, described
Fore-set is vertically welded in the top of pedestal, and the siphunculus extends vertically through the center of fore-set, the inner wall of the siphunculus and water pipe it is outer
Wall clearance fit, the stirrup are uniformly fixed on the inside of fore-set from top to bottom, and the floor drain is equipped with removable top cover, kelly, bullet
Spring, shell, connector, the bottom end of the removable top cover are flexibly connected with the top of kelly, and the spring is vertically mounted on shell
Inside, the internal thread of the shell and the internal thread clearance fit of connector bottom, the bottom end glue connection of the connector exists
The top of water pipe.
Further, the floor drain is horizontally fixed on the upper end of fore-set.
Further, the pedestal is installed in the lower end of stirrup.
Further, the siphunculus extends vertically through the center of pedestal.
Further, the siphunculus glue connection is at the center of big bolumn cap and small bolumn cap.
Further, the floor drain is alloy material, is unlikely to deform, corrosion-resistant.
Further, the water pipe is pvc pipe, at low cost, long lifespan.
Advantageous effect
The removable top cover that the floor drain of the utility model is equipped with by the cooperation of kelly and spring can enable discharge outlet by
Pressure is adjusted, and realize wide-flat beam structure has good superiority in global design, because its base shear is higher than generally
The layout of beam especially under the action of Earthquake Internal Force, can be effectively reduced and be damaged so the risk undertaken is also lower
Caused influence, and built-in siphunculus can facilitate installation drainpipe.
Description of the drawings
Upon reading the detailed description of non-limiting embodiments with reference to the following drawings, other spies of the utility model
Sign, objects and advantages will become more apparent upon：
Fig. 1 is a kind of structural schematic diagram with bolumn cap concrete wide-flat beam structure of the utility model.
Fig. 2 is a kind of cross-sectional view with bolumn cap concrete wide-flat beam structure of the utility model.
Fig. 3 is a kind of floor drain cross-sectional view with bolumn cap concrete wide-flat beam structure of the utility model.
In figure：Floor drain -1, wide-flat beam -3, big bolumn cap -4, small bolumn cap -5, fore-set -6, pedestal -7, stirrup -8, leads at plate face -2
Pipe -9, water pipe -10, removable top cover -101, kelly -102, spring -103, shell -104, connector -105.
Specific implementation mode
To make the technical means, creative features, achievement of purpose, and effectiveness of the utility model be easy to understand, below
In conjunction with specific implementation mode, the utility model is expanded on further.
- Fig. 3 is please referred to Fig.1, the utility model provides a kind of band bolumn cap concrete wide-flat beam structure：Its structure includes：Ground
Leakage 1, plate face 2, wide-flat beam 3, big bolumn cap 4, small bolumn cap 5, fore-set 6, pedestal 7, stirrup 8, siphunculus 9, water pipe 10, the floor drain 1 hang down
The straight center for being fixed on 2 top of plate face, the plate face 2 are horizontally arranged at the upper end of wide-flat beam 3, and the wide-flat beam 3 passes through huge pillar
4 level of cap is installed in the upper surface of small bolumn cap 5, and the bottom end of the small bolumn cap 5 is poured with the upper end of fore-set 6 to be connect, the fore-set 6
It is vertically welded in the top of pedestal 7, the siphunculus 9 extends vertically through the center of fore-set 6, inner wall and the water pipe 10 of the siphunculus 9
Outer wall clearance fit, the stirrup 8 are uniformly fixed on the inside of fore-set 6 from top to bottom, and the floor drain 1 is equipped with removable top cover
101, kelly 102, spring 103, shell 104, connector 105, the bottom end of the removable top cover 101 are lived with the top of kelly 102
Dynamic connection, the spring 103 are vertically mounted on the inside of shell 104, internal thread and 105 bottom of connector of the shell 104
Internal thread clearance fit, on the top of water pipe 10, the floor drain 1 is horizontally fixed on for the bottom end glue connection of the connector 105
The upper end of fore-set 6, the pedestal 7 are installed in the lower end of stirrup 8, and the siphunculus 9 extends vertically through the center of pedestal 7, the siphunculus 9
Glue connection is alloy material in the center of big bolumn cap 4 and small bolumn cap 5, the floor drain 1, is unlikely to deform, corrosion-resistant, the water pipe is
Pvc pipe, at low cost, long lifespan
Floor drain 1 is stated equipped with removable top cover 101, kelly 102, spring 103, shell 104, connector in the utility model
105, removable top cover 101, which depresses rear kelly 102, can hang over positioning of the loose slot completion of shell 104 to removable top cover 101,
Pedestal 7 can be such that fore-set 6 more stablizes, and improved wide-flat beam structure has good superiority in global design, because
It is higher than the layout of general beam for its base shear, so the risk undertaken is also lower, especially in the effect of Earthquake Internal Force
Under, influence caused by damaging can be effectively reduced, and built-in siphunculus can facilitate installation drainpipe.
Spring 103 described in the utility model be it is a kind of utilize elasticity come work machine components.It is made of elastic material
Part deform upon under external force, remove external force after again restore to the original state.
Its structure and principle, which are all this technology personnel, can be learnt by technical manual or be known by routine experiment method,
The utility model solves the problems, such as to be the drainpipe of high-rise building to be all plug-in, is easy to make colloid aging under irradiation by sunlight
Water pipe is caused to damage, and discharge outlet is easy accumulation dust and causes impeded drainage, the utility model pass through above-mentioned component mutual group
It closes, can reach improved wide-flat beam structure has good superiority in global design, because its base shear wants high
In the layout of general beam, so the risk undertaken is also lower, especially under the action of Earthquake Internal Force, can effectively reduce
Influence caused by damaging, and built-in siphunculus can facilitate installation drainpipe, it is described in detail below：
The bottom end of the removable top cover 101 is flexibly connected with the top of kelly 102, and the spring 103 is vertically mounted on shell
The inside of body 104, the internal thread clearance fit of the internal thread and 105 bottom of connector of the shell 104, the connector 105
Bottom end glue connection on the top of water pipe 10.
The advantages of basic principles and main features and the utility model of the utility model have been shown and described above, for
For those skilled in the art, it is clear that the present invention is not limited to the details of the above exemplary embodiments, and without departing substantially from this
In the case of the spirit or essential attributes of utility model, the utility model can be realized in other specific forms.Therefore, no matter
From the point of view of which point, the present embodiments are to be considered as illustrative and not restrictive, and the scope of the utility model is by institute
Attached claim rather than above description limit, it is intended that will fall within the meaning and scope of the equivalent requirements of the claims
All changes are embraced therein.Any reference numeral in claim should not be considered as to the involved right of limitation
It is required that.
In addition, it should be understood that although this specification is described in terms of embodiments, but not each embodiment is only wrapped
Containing an independent technical solution, this description of the specification is merely for the sake of clarity, and those skilled in the art should
It considers the specification as a whole, the technical solutions in the various embodiments may also be suitably combined, forms those skilled in the art
The other embodiment being appreciated that.
Claims (5)
1. a kind of band bolumn cap concrete wide-flat beam structure, structure include：Floor drain (1), plate face (2), wide-flat beam (3), big bolumn cap
(4), small bolumn cap (5), fore-set (6), pedestal (7), stirrup (8), siphunculus (9), water pipe (10), the floor drain (1) are vertically fixed on
Center at the top of plate face (2), the plate face (2) are horizontally arranged at the upper end of wide-flat beam (3), it is characterised in that：
The wide-flat beam (3) is installed in the upper surface of small bolumn cap (5), the bottom end of the small bolumn cap (5) by big bolumn cap (4) level
It pours and connect with the upper end of fore-set (6), the fore-set (6) is vertically welded in the top of pedestal (7), and the siphunculus (9) is vertically passed through
The center of fore-set (6) is worn, the outer wall clearance fit of the inner wall and water pipe (10) of the siphunculus (9), the stirrup (8) is from top to bottom
Uniformly it is fixed on the inside of fore-set (6)；
The floor drain (1) is equipped with removable top cover (101), kelly (102), spring (103), shell (104), connector (105), institute
The bottom end for stating removable top cover (101) is flexibly connected with the top of kelly (102), and the spring (103) is vertically mounted on shell
(104) inside, the internal thread clearance fit of the internal thread and connector (105) bottom of the shell (104), the connector
(105) top of the bottom end glue connection in water pipe (10).
2. a kind of band bolumn cap concrete wide-flat beam structure according to claim 1, it is characterised in that：Floor drain (1) water
The flat upper end for being fixed on fore-set (6).
3. a kind of band bolumn cap concrete wide-flat beam structure according to claim 1, it is characterised in that：Pedestal (7) peace
It is located at the lower end of stirrup (8).
4. a kind of band bolumn cap concrete wide-flat beam structure according to claim 1, it is characterised in that：The siphunculus (9) is hung down
The straight center for running through pedestal (7).
5. a kind of band bolumn cap concrete wide-flat beam structure according to claim 1, it is characterised in that：Siphunculus (9) glue
It is connected to the center of big bolumn cap (4) and small bolumn cap (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820024848.1U CN207846861U (en) | 2018-01-08 | 2018-01-08 | A kind of band bolumn cap concrete wide-flat beam structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820024848.1U CN207846861U (en) | 2018-01-08 | 2018-01-08 | A kind of band bolumn cap concrete wide-flat beam structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207846861U true CN207846861U (en) | 2018-09-11 |
Family
ID=63417528
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820024848.1U Expired - Fee Related CN207846861U (en) | 2018-01-08 | 2018-01-08 | A kind of band bolumn cap concrete wide-flat beam structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207846861U (en) |
-
2018
- 2018-01-08 CN CN201820024848.1U patent/CN207846861U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| 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: 20180911 Termination date: 20190108 |