CN205955008U - Basement roof arch without beam pile cap node that is all -trans - Google Patents
Basement roof arch without beam pile cap node that is all -trans Download PDFInfo
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- CN205955008U CN205955008U CN201620362415.8U CN201620362415U CN205955008U CN 205955008 U CN205955008 U CN 205955008U CN 201620362415 U CN201620362415 U CN 201620362415U CN 205955008 U CN205955008 U CN 205955008U
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- cap
- crown
- muscle
- stirrup
- horizontal bar
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Abstract
The utility model discloses a basement roof arch without beam pile cap node that is all -trans belongs to the arch without beam field for it is low to solve traditional superstructure holding capacity and ductility, and various roof beams occupy the interior space, indoor pipeline installs inconvenient problem. It includes frame post, the horizontal muscle of transversely laying, the vertical muscle of vertically laying, horizontal muscle becomes 90 degrees contained angles with vertical muscle, frame capital portion is equipped with square roof, roof top cover has the bucket shape of covering pile cap, pile cap include the horizontal muscle of crown, crown indulge the muscle, locate the pile cap top square crown stirrup, around the square cap of pile cap bottom at the bottom of the stirrup, the horizontal muscle of crown is indulged the muscle with the crown and is reticulated at pile cap top cross arrangement, the horizontal muscle of crown is indulged the muscle both ends with the crown and is equipped with cap district diagonal bar, evenly distributed is dispersed with vertical muscle to the horizontal direction to horizontal muscle. This technical scheme adopts above -mentioned structure, has improved the holding capacity and the ductility of floor, has increased the interior space, has made things convenient for the indoor pipeline installation.
Description
Technical field
This utility model belongs to arch without beam field, specifically, is that a kind of basement roof arch without beam is all-trans cap node.
Background technology
, for convenience of stopping, post is away from larger, usual 8-10m, in addition, basement roof is due to municipal pipeline installation for basement now
Require, some also have people's air defense cladding thickness requirement, therefore basement roof often need to cover very thick soil, usual earthing 0.5-2.0m,
Thus the load of top board is very heavy, not only big but also thick using cap during traditional arch without beam, it appears heavy；In addition the pipeline of basement
(ventilation shaft, water power and fire line etc.) is more, and the big cap of traditional arch without beam will be installed generation and hinder to it.
Utility model content
This utility model purpose is intended to provide a kind of holding capacity improving floor and ductility, increases the interior space, facilitates room
The basement roof arch without beam that gut line is installed is all-trans cap node.
For realizing above-mentioned technical purpose, the technical solution adopted in the utility model is as follows：
A kind of basement roof arch without beam is all-trans cap node, including frame column, laterally the horizontal bar of laying, longitudinally laying is vertical
Muscle, described horizontal bar becomes 90 degree of angles with vertical muscle, and described framework column top is provided with square top board, is cased with covering bucket above described top board
Shape cap, described cap include crown horizontal bar, crown indulge muscle, the square crown stirrup located at cap top, around cap bottom
The square cap bottom stirrup in portion, described crown horizontal bar and crown are indulged muscle and are reticulated in the arrangement of cap top cross, described crown horizontal bar
Indulge muscle two ends with crown and be provided with cap area diagonal bar, described horizontal bar is dissipated to horizontal direction with vertical muscle and is uniformly distributed.
Using the utility model of technique scheme, it is layed in above frame column by horizontal bar and vertical muscle, form the cap of covering hopper shape,
In monolithic architecture structure because cap invert, bring bigger space for interior, facilitate basement pipeline (ventilation shaft,
Water power and fire line etc.) installation；It is provided with top board between cap and frame column, improve the holding capacity of framework column top；
Crown stirrup and cap bottom stirrup improve cap shape stability, thus improve the stability of whole floor.
Preferably, described cap bottom part down is provided with reinforcement, and described reinforcement is away from cap bottom 10cm, described plate bottom steel
Muscle includes plate bottom horizontal bar and plate bottom and indulges muscle, and vertical muscle intersects and reticulates described plate bottom horizontal bar with plate bottom, and described reinforcement is around framework
Post is laid.
By setting up the structure of reinforcement, there are before making whole casting concrete upper and lower 2 layers of parallel framework of steel reinforcement,
Improve the holding capacity of building.
Preferably, it is provided with plate face stirrup between described cap bottom stirrup and reinforcement, described plate face stirrup is the reinforcing bar of diameter 1cm
The rectangular shaped frame made, is welded with cap bottom stirrup above described plate face stirrup, welds with reinforcement below described plate face stirrup.
Reinforcement is connected with cap bottom stirrup by plate face stirrup, further increases the holding capacity of building, by welding manner again
Further increase anti-impact force.
Preferably, described cap top is provided with least 2 tension diagonal bars, and described tension diagonal bar is laid along crown stirrup diagonal,
Intersection point is located at cap top center, and described tension diagonal bar is diameter 1cm reinforcing bar.
Tension diagonal bar edge dissipates direction and connects each cap, further improves the holding capacity of building.
Preferably, described crown stirrup indulges muscle, tension diagonal bar butting with crown horizontal bar, crown respectively.
Crown stirrup is connected by butting mode indulges muscle, tension diagonal bar with crown horizontal bar, crown, facilitates construction.
Preferably, described top board girth is equal with crown stirrup girth, and described top board is made using thick 2cm steel plate.
Top board is made using the thick steel plate of 2cm, further increases the holding capacity of framework column top.
This utility model compared to existing technology, improves holding capacity and the ductility of floor, increased the interior space, facilitates room
Gut line is installed.
Brief description
This utility model can be further illustrated by the nonlimiting examples that accompanying drawing is given；
Fig. 1 is all-trans cap node structure schematic diagram for a kind of this utility model basement roof arch without beam；
Fig. 2 is all-trans cap node cap top structure schematic diagram for a kind of this utility model basement roof arch without beam；
Main element symbol description is as follows：
Frame column 1, horizontal bar 2, vertical muscle 3, top board 4, cap 5, crown horizontal bar 6, crown indulge muscle 7, crown stirrup 8, cap
Bottom stirrup 9, cap area diagonal bar 10, reinforcement 11, plate face stirrup 12, tension diagonal bar 13.
Specific embodiment
In order that those skilled in the art may be better understood this utility model, with reference to the accompanying drawings and examples to this practicality
New technique scheme further illustrates.
As shown in Figure 1 and Figure 2, a kind of basement roof arch without beam is all-trans cap node, including frame column 1, laterally laying
Horizontal bar 2, the vertical muscle 3 of longitudinally laying, horizontal bar 2 becomes 90 degree of angles with vertical muscle 3, and frame column 1 top is provided with square top board 4,
It is cased with covering hopper shape cap 5, cap 5 includes crown horizontal bar 6, crown indulges muscle 7, the pros located at cap 5 top above top board 4
Shape crown stirrup 8, the square cap bottom stirrup 9 around cap 5 bottom, crown horizontal bar 6 and crown indulge muscle 7 at cap 5 top
Cross arrangement reticulates, and crown horizontal bar 6 and crown are indulged muscle 7 two ends and be provided with cap area diagonal bar 10, and horizontal bar 2 and vertical muscle 3 are to level side
It is uniformly distributed to dissipating.
In preferred embodiment, cap 5 bottom part down is provided with reinforcement 11, reinforcement 11 away from cap 5 bottom 10cm,
Reinforcement 11 includes plate bottom horizontal bar (diagram is not drawn into) and plate bottom and indulges muscle (diagram is not drawn into), and plate bottom horizontal bar indulges muscle with plate bottom
Intersection reticulates, and plate bottom steel 11 muscle enclose is laid around frame column 1.
It is provided with plate face stirrup 12, plate face stirrup 12 is that the reinforcing bar of diameter 1cm is made between cap bottom stirrup 9 and reinforcement 11
Rectangular shaped frame, plate face stirrup 12 top is welded with cap bottom stirrup 9, and plate face stirrup 12 lower section is welded with reinforcement 11.
Cap 5 top is provided with least 2 tension diagonal bars 13, and tension diagonal bar 13 is laid along crown stirrup 8 diagonal, and intersection point is located at
Cap 5 top center, tension diagonal bar 13 is diameter 1cm reinforcing bar.
Crown stirrup 8 indulges muscle 7, tension diagonal bar 13 butting with crown horizontal bar 6, crown respectively.
Top board 4 girth is equal with crown stirrup 8 girth, and top board 4 is made using thick 2cm steel plate.
The cap node that above a kind of basement roof arch without beam of this utility model offer is all-trans is described in detail.Specifically
The explanation of embodiment is only intended to help understand method of the present utility model and its core concept.It should be pointed out that for this technology neck
For the those of ordinary skill in domain, on the premise of without departing from this utility model principle, this utility model can also be carried out some
Improve and modify, these improve and modification also falls in this utility model scope of the claims.
Claims (6)
1. a kind of basement roof arch without beam is all-trans cap node, including frame column, the laterally horizontal bar of laying, longitudinally laying
Vertical muscle, described horizontal bar become 90 degree of angles with vertical muscle it is characterised in that：Described framework column top is provided with square top board, described top
It is cased with covering hopper shape cap, described cap includes crown horizontal bar, crown indulges muscle, the square crown hoop located at cap top above plate
Muscle, the square cap bottom stirrup around cap bottom, described crown horizontal bar and crown are indulged muscle and are reticulated in the arrangement of cap top cross,
Described crown horizontal bar and crown are indulged muscle two ends and are provided with cap area diagonal bar, and described horizontal bar is dissipated to horizontal direction with vertical muscle and is uniformly distributed.
2. a kind of basement roof arch without beam according to claim 1 be all-trans cap node it is characterised in that：Described post
Cap bottom part down is provided with reinforcement, and described reinforcement includes plate bottom horizontal bar and plate away from cap bottom 10cm, described reinforcement
Muscle is indulged at bottom, and described plate bottom horizontal bar and plate bottom are indulged muscle and intersected and reticulate, and described reinforcement is around frame column laying.
3. a kind of basement roof arch without beam according to claim 2 be all-trans cap node it is characterised in that：Described cap
It is provided with plate face stirrup between bottom stirrup and reinforcement, the rectangular shaped frame that the reinforcing bar for diameter 1cm for the described plate face stirrup is made,
Weld with cap bottom stirrup above described plate face stirrup, weld with reinforcement below described plate face stirrup.
4. a kind of basement roof arch without beam according to claim 3 be all-trans cap node it is characterised in that：Described post
Crown portion is provided with least 2 tension diagonal bars, and described tension diagonal bar is laid along crown stirrup diagonal, and intersection point is located in cap top
The heart, described tension diagonal bar is diameter 1cm reinforcing bar.
5. a kind of basement roof arch without beam according to claim 4 be all-trans cap node it is characterised in that：Described cap
Top stirrup indulges muscle, tension diagonal bar butting with crown horizontal bar, crown respectively.
6. a kind of basement roof arch without beam according to claim 5 be all-trans cap node it is characterised in that：Described top
Plate girth is equal with crown stirrup girth, and described top board is made using thick 2cm steel plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620362415.8U CN205955008U (en) | 2016-04-26 | 2016-04-26 | Basement roof arch without beam pile cap node that is all -trans |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620362415.8U CN205955008U (en) | 2016-04-26 | 2016-04-26 | Basement roof arch without beam pile cap node that is all -trans |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205955008U true CN205955008U (en) | 2017-02-15 |
Family
ID=57967612
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620362415.8U Expired - Fee Related CN205955008U (en) | 2016-04-26 | 2016-04-26 | Basement roof arch without beam pile cap node that is all -trans |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205955008U (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 |
| CN108360690A (en) * | 2018-04-27 | 2018-08-03 | 中铁建工集团有限公司 | Bolumn cap is coupled reinforced contignation |
-
2016
- 2016-04-26 CN CN201620362415.8U patent/CN205955008U/en not_active Expired - Fee Related
Cited By (4)
| 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 |
| CN108360690A (en) * | 2018-04-27 | 2018-08-03 | 中铁建工集团有限公司 | Bolumn cap is coupled reinforced contignation |
| CN108360690B (en) * | 2018-04-27 | 2023-11-10 | 中铁建工集团有限公司 | Column cap connection reinforced beam slab structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP02 | Change in the address of a patent holder |
Address after: Building 513rd, 518028 Guangdong city of Shenzhen province Futian District Yuanling street Bagualing Industrial Zone 5 5C5 Patentee after: SHENZHEN TIANHUA CONSTRUCTION DESIGN CO., LTD. Address before: 518000 Guangdong city of Shenzhen province Futian District Che Kung Temple Tairan industrial district 201 building 3 layer Patentee before: SHENZHEN TIANHUA CONSTRUCTION DESIGN CO., LTD. |
|
| CP02 | Change in the address of a patent holder | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170215 Termination date: 20210426 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |