CN202530575U - Connection structure for building floor slabs - Google Patents
Connection structure for building floor slabs Download PDFInfo
- Publication number
- CN202530575U CN202530575U CN2012202067093U CN201220206709U CN202530575U CN 202530575 U CN202530575 U CN 202530575U CN 2012202067093 U CN2012202067093 U CN 2012202067093U CN 201220206709 U CN201220206709 U CN 201220206709U CN 202530575 U CN202530575 U CN 202530575U
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- CN
- China
- Prior art keywords
- wall
- connection structure
- connector
- building floor
- floor
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 12
- 239000010959 steel Substances 0.000 claims abstract description 12
- 230000002093 peripheral effect Effects 0.000 claims abstract description 10
- 238000007789 sealing Methods 0.000 claims abstract description 8
- 230000003014 reinforcing effect Effects 0.000 claims description 14
- 239000002023 wood Substances 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 239000012530 fluid Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000005457 optimization Methods 0.000 description 1
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- Working Measures On Existing Buildindgs (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model belongs to the building technical field, and provides a connection structure for building floor slabs. The connection structure comprises a foundation layer, a peripheral ground and a wall. The wall is connected with the peripheral ground, the foundation layer and the wall are arranged into an inverted T shape, a rebar body is bundled on the wall, a steel bar is fastened on the rebar body, a connection part is welded on the rebar body, one end of the connection part is exposed out of the surface of the wall, and a floor slab is mounted on the connection part. The connection structure for building floor slabs has the advantages that the floor slab and the wall are connected through the connection part which is placed in the wall, hence, the connection strength of the floor slab and the wall is enhanced; further, a sealing pad layer is arranged, so that the dampness probability of wood is reduced effectively.
Description
Technical field
The utility model belongs to technical field of buildings, relates to a kind of building floor connection structure.
Background technology
Connectivity robustness depended primarily on the form of foundation wall when the building floor was installed; The house is in the degree of depth of below ground, and the lateral support factor that the magnitude of load of main house body and floor frame system are provided, existing syndeton are when floor is installed, directly floor to be embedded in the concrete; After concrete setting, just fix house floor then; Can find out that this method difficulty of construction is very big, be unfavorable for the orderly arrangement of floor, therefore need improve syndeton.
Summary of the invention
The utility model technical problem to be solved is the present situation to prior art, and provides a kind of bonding strength good, improves the building floor connection structure of house-side to resistance to compression load.
The utility model solves the problems of the technologies described above the technical scheme that is adopted: a kind of building floor connection structure is characterized in that: comprise basal layer, peripheral ground and body of wall, described body of wall links to each other with peripheral ground; Described basal layer and body of wall are the inverted T-shape setting; On body of wall, tie up the reinforcing bar body, tightened at the reinforcing bar body and be buckled with steel bar, be welded with connector on the described reinforcing bar body; One end of connector exposes the surface of body of wall, and floor is installed on connector.
The measure of taking for the optimization such scheme specifically comprises:
In above-mentioned a kind of building floor connection structure, an end of described steel bar is provided with crotch, and described steel bar is held on the reinforcing bar body through crotch.
In above-mentioned a kind of building floor connection structure, described connector is L-shaped, between body of wall and floor, also is provided with the sealing bed course.
Compared with prior art; The advantage of the utility model is: connect floor and body of wall through connector here, and connector is positioned at body of wall, thereby strengthened the bonding strength of floor and body of wall; The sealing bed course is set in addition, has reduced the possibility of making moist of timber effectively.
Description of drawings
Fig. 1 is this building floor connection structure sketch map.
Among the figure, basal layer 1; Peripheral ground 2; Body of wall 3; Reinforcing bar body 4; Steel bar 5; Crotch 5a; Connector 6; Floor 7; Sealing bed course 8.
The specific embodiment
Below be the specific embodiment of the utility model and combine accompanying drawing, the technical scheme of the utility model is done further to describe, but the utility model is not limited to these embodiment.
As shown in Figure 1, this building floor connection structure comprises basal layer 1, peripheral ground 2 and body of wall 3; Body of wall 3 links to each other with peripheral ground 2, and basal layer 1 is the inverted T-shape setting with body of wall 3, on body of wall 3, has tied up reinforcing bar body 4; Tighten at reinforcing bar body 4 and to be buckled with steel bar 5,, improve lateral support load in order to guarantee certain bonding strength; One end of steel bar 5 is provided with crotch 5a, and steel bar 5 is held on the reinforcing bar body 4 through crotch 5a, is welded with connector 6 on the reinforcing bar body 4; Connector 6 is L-shaped, and an end of connector 6 exposes the surface of body of wall 3, and floor 7 is installed on connector 6; In order to have reduced the possibility of making moist of timber effectively, between body of wall 3 and floor 7, also be provided with sealing bed course 8 in addition.
In the utility model when construction, be fluid concrete basal layer 1 at first; Then along concrete foundation layer 1 wiretie body 4, and then connect steel bar 5, confirm the actual elevation of connector 6 again according to the absolute altitude of body of wall 3; Be welded on the reinforcing bar body 4; And then cast wall 3 links to each other with peripheral ground 2, on body of wall 3 surfaces, lays sealing mat layer 8, at last connector 6 one ends passed sealing bed course 8 and is connected with floor 7.
Specific embodiment described herein only is that the utility model spirit is illustrated.The utility model person of ordinary skill in the field can make various modifications or replenishes or adopt similar mode to substitute described specific embodiment, but can't depart from the spiritual defined scope of the utility model.
Claims (3)
1. building floor connection structure, it is characterized in that: comprise basal layer (1), peripheral ground (2) and body of wall (3), described body of wall (3) links to each other with peripheral ground (2); Described basal layer (1) and body of wall (3) are the inverted T-shape setting; On body of wall (3), tie up reinforcing bar body (4), tightened at reinforcing bar body (4) and be buckled with steel bar (5), be welded with connector (6) on the described reinforcing bar body (4); One end of connector (6) exposes the surface of body of wall (3), and floor (7) is installed on connector (6).
2. a kind of building floor connection structure according to claim 1 is characterized in that: an end of described steel bar (5) is provided with crotch (5a), and described steel bar (5) is held on the reinforcing bar body (4) through crotch (5a).
3. a kind of building floor connection structure according to claim 1 and 2 is characterized in that: described connector (6) is L-shaped, between body of wall (3) and floor (7), also is provided with sealing bed course (8).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012202067093U CN202530575U (en) | 2012-04-25 | 2012-04-25 | Connection structure for building floor slabs |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012202067093U CN202530575U (en) | 2012-04-25 | 2012-04-25 | Connection structure for building floor slabs |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202530575U true CN202530575U (en) | 2012-11-14 |
Family
ID=47131770
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2012202067093U Expired - Fee Related CN202530575U (en) | 2012-04-25 | 2012-04-25 | Connection structure for building floor slabs |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202530575U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105908840A (en) * | 2016-05-10 | 2016-08-31 | 丁献忠 | Mounting method for pure board structure assembled house |
-
2012
- 2012-04-25 CN CN2012202067093U patent/CN202530575U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105908840A (en) * | 2016-05-10 | 2016-08-31 | 丁献忠 | Mounting method for pure board structure assembled house |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: LIU SHIWEI Free format text: FORMER OWNER: CHEN TUYOU Effective date: 20130718 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 322306 JINHUA, ZHEJIANG PROVINCE TO: 321001 JINHUA, ZHEJIANG PROVINCE |
|
| TR01 | Transfer of patent right |
Effective date of registration: 20130718 Address after: 321001, room 5, unit 1, building 138, nine Chapter 201, Wucheng District, Zhejiang, Jinhua Patentee after: Liu Shiwei Address before: 322306 No. 186 West Village, Inchon Town, Panan County, Zhejiang Patentee before: Chen Tuyou |
|
| ASS | Succession or assignment of patent right |
Owner name: ZHEJIANG TIANSHENG TRAFFIC ENGINEERING CO., LTD. Free format text: FORMER OWNER: LIU SHIWEI Effective date: 20130812 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20130812 Address after: 321001 Wucheng New District Linjiang Industrial Zone, Zhejiang, Jinhua province (C block, first floor, Limited by Share Ltd office building, Zhejiang traffic construction group) Patentee after: Zhejiang Tiansheng Transportation Engineering Co., Ltd. Address before: 321001, room 5, unit 1, building 138, nine Chapter 201, Wucheng District, Zhejiang, Jinhua Patentee before: Liu Shiwei |
|
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20121114 Termination date: 20180425 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |