CN206128678U - Precast floorslab reinforcing structure - Google Patents
Precast floorslab reinforcing structure Download PDFInfo
- Publication number
- CN206128678U CN206128678U CN201621172684.4U CN201621172684U CN206128678U CN 206128678 U CN206128678 U CN 206128678U CN 201621172684 U CN201621172684 U CN 201621172684U CN 206128678 U CN206128678 U CN 206128678U
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- CN
- China
- Prior art keywords
- precoated plate
- wall
- angle steel
- precoated
- reinforcing structure
- 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
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Abstract
The utility model discloses a precast floorslab reinforcing structure, its technical scheme main points are: including last wall body, down wall body and prefabricated plate, two prefabricated plate first places meet, the prefabricated plate head and the tail all place last wall body and between the wall body, go up wall body, lower wall body and prefabricated plate handing -over department formation more than one L type turning down, a terminal surface of prefabricated plate is equipped with the lug, and another terminal surface of prefabricated plate is equipped with the recess, and the prefabricated plate passes through the lug and pegs graft with the recess of another prefabricated plate, the utility model has the advantages that the sound construction, it is simple and convenient to construction cost does not have to be increased too much.
Description
Technical field
This utility model is related to building board field of reinforcement, and in particular to precoated plate ruggedized construction.
Background technology
In the existing masonry structure for using, the asd number using precast floor slab is still very big, due to precast floor slab it is whole
Body is poor, easily comes off in earthquake, causes building collapse, requires to use the preferable Bars In Poured Concrete Slab of globality at present, but still
So need the anti-seismic performance for improving precast floor slab building, it is therefore desirable to reinforce when connecting to precoated plate.
Chinese patent such as Publication No. CN202969622U discloses a kind of precast floor slab seismic reinforcing structure, including beam
And floor, the floor is precoated plate, and the head and the tail two ends of floor are respectively rested on a beam, between the beam at floor plate bottom two ends
It is connected with tie element.The utility model passes through the intensity that tie element strengthens floor part, although effectively, but seem structure compared with
It is many, and tie element can increase considerably construction cost.
Utility model content
The purpose of this utility model is to provide a kind of precast floorslab reinforcing structure, and its advantage is sound construction, simple and convenient,
And construction cost does not increase too much.
Above-mentioned technical purpose of the present utility model technical scheme is that：A kind of precast floor slab is reinforced
Structure, including upper body of wall, lower body of wall and precoated plate, two pieces of precoated plate first places connect, and the precoated plate head and the tail are both placed in
Between the upper body of wall and the lower body of wall, the upper body of wall, lower body of wall form more than one L with the precoated plate junction
Type turning a, end face of the precoated plate is provided with projection, and the other end of the precoated plate is provided with groove, and the precoated plate leads to
Cross the groove grafting of projection and another piece of precoated plate.
By above-mentioned technical proposal, two pieces of precoated plates are placed between upper body of wall and lower body of wall, are entered with groove by projection
Row grafting, compares the mounting means contradicted between script precoated plate, and grafting causes to become more to consolidate between precoated plate, more favorably
It is in the load for bearing body of wall and simple and convenient.
This utility model is further arranged to：The L-type corner is each provided with one block of angle steel, and the both sides of the angle steel are equal
Bolt hole is provided with, the angle steel is fixedly connected to wearing bolt by some with the precoated plate, and the angle steel is by some to wearing
Bolt is fixedly connected with the upper body of wall and lower body of wall.
By above-mentioned technical proposal, angle steel is used for being supported between precoated plate and body of wall, strengthens precoated plate and body of wall
Between connect structural strength, to wearing bolt-through precoated plate, the connection between precoated plate and angle steel can be strengthened；To wearing bolt
Through body of wall, the connection between body of wall and angle steel can be strengthened so that four GeLXing corners are fixed by angle steel, strengthen
The structural strength of overall all directions.
This utility model is further arranged to：The bolt hole on the angle steel both sides is with regard to the intersection between angle steel both sides
Axisymmetricly arrange.
By above-mentioned technical proposal, the bolt hole on angle steel both sides with regard to the intersection axial symmetry between angle steel both sides, so as to four
The angle steel of GeLXing corners can be general, and without considering the mounted in pairing mode problem between steering and a pair of angle steel, it is right to be easy to
Wear the installation of bolt so that easier for installation quick.
This utility model is further arranged to：Bolt hole setting in alignment in each edge.
By above-mentioned technical proposal, the setting in alignment of the bolt hole in angle steel each edge so that the row on angle steel
It is located in the same horizontal plane to wearing bolt, weight-bearing surface is a plane, and so as to bear, load is more stable, what reduction deformed
May.
This utility model is further arranged to：The projection is arranged with regard to the axisymmetrical of the precoated plate.
By above-mentioned technical proposal, projection is more prone to alignment in grafting, more just with regard to the axisymmetrical of precoated plate
Just, and grafting rear load-bearing face be a plane, it is more stable.
This utility model is further arranged to：One end face of the precoated plate is provided with lead column, and the lead column is arranged
In the edge of the precoated plate end face, the precoated plate other end is provided with gathering sill, the lead column of one piece of precoated plate
With the gathering sill grafting of another piece of precoated plate, the length of the length of the lead column more than the projection.
By above-mentioned technical proposal, lead column is located at two edges of precoated plate end face, with gathering sill cooperation is plugged,
During two pieces of precoated plate grafting, because lead column is located at edge, therefore be easily directed to be alignd with gathering sill, thus projection with
Groove also aligns naturally, so as to very convenient when mounted.
In sum, this utility model has the advantages that：
1st, there are angle steel in four GeLXing corners, and by wearing bolt connection, strengthening the intensity of total；
2nd, installed by projection and groove grafting between two pieces of precoated plates, make to become more to consolidate between precoated plate, more had
Beneficial to the load for bearing body of wall；
3rd, lead column and gathering sill cause to be installed between precoated plate becomes convenient and swift.
Description of the drawings
Fig. 1 is the schematic diagram that projection cube structure is embodied in embodiment 1；
Fig. 2 is the schematic diagram that groove structure is embodied in embodiment 1；
Fig. 3 is the structural representation of embodiment 1；
Fig. 4 is the schematic diagram that angle steel and bolt hole structure are embodied in embodiment 1；
Fig. 5 is the top view of embodiment 1；
Fig. 6 is that projection and groove grafting schematic diagram are embodied in embodiment 1；
Fig. 7 is the schematic diagram that guide post structure is embodied in embodiment 2；
Fig. 8 is the schematic diagram that guide groove structure is embodied in embodiment 2.
In figure, 1, upper body of wall；2nd, lower body of wall；3rd, precoated plate；31st, projection；32nd, groove；33rd, lead column；34th, gathering sill；
4th, angle steel；41st, bolt hole；42nd, to wearing bolt.
Specific embodiment
This utility model is described in further detail below in conjunction with accompanying drawing.
Embodiment 1：Precast floorslab reinforcing structure, as shown in Figure 1,2 and 3, precoated plate 3 is placed on the top of lower body of wall 2, in advance
Body of wall 1 is fixed with making sheet 3, an end face of precoated plate 3 is provided with three projections 31, and another end face is provided with and three projections
31 grooves 32 of shape identical three, three projections 31 are arranged with regard to the axisymmetrical of precoated plate 3.Connect two pieces of first place are prefabricated
Plate 3 carries out grafting by projection 31 and groove 32 respectively.
As shown in Figure 5 and Figure 6, two pieces of precoated plates 3 are entered by projection 31 between upper body of wall 1 and lower body of wall 2 with groove 32
Row grafting, compares the mounting means contradicted between script precoated plate 3, and grafting is caused to become more to consolidate between precoated plate 3, more had
It is beneficial to the load for bearing body of wall and simple and convenient.
As shown in Figure 3 and Figure 4, four L-type turnings are defined in upper body of wall 1, lower body of wall 2 and the junction of precoated plate 3, every
One GeLXing corners are respectively fixed with one block of angle steel 4, and the both sides of angle steel 4 are equipped with row's bolt hole 41, the bolt hole in each edge
41 are located on the same line, between two blocks of relative angle steel 4 by through bolt hole 41 to wear bolt 42 and precoated plate 3 or
Body of wall is fixedly connected.
Angle steel 4 is used for being supported between precoated plate 3 and body of wall, strengthens the structure connected between precoated plate 3 and body of wall
Intensity, to wearing bolt 42 through precoated plate 3, can strengthen the connection between precoated plate 3 and angle steel 4, body of wall and angle steel 4, four L
Type corner is fixed by angle steel 4, strengthens the structural strength of overall all directions.
The bolt hole 41 on the both sides of angle steel 4 is axisymmetricly arranged with regard to the intersection between the both sides of angle steel 4, so as to four L-types are turned
Angle steel 4 at angle can be general, without considering the mounted in pairing mode problem between steering and a pair of angle steel 4, is easy to wearing spiral shell
The installation of bolt 42 so that easier for installation quick.
Due to not going up body of wall 1, there was only two L-type turnings between the precoated plate 3 and lower body of wall 2 of top layer.
The outermost of precoated plate 3 connected with exterior wall is not provided with projection due to being no longer connected with other precoated plates 3
31。
Embodiment 2：Precast floorslab reinforcing structure, be with the difference of embodiment 1, it is as shown in Figure 7 and Figure 8, prefabricated
One end face of plate 3 is provided with two lead columns 33, and the length of lead column 33 is more than the length of projection 31, and other end is provided with two
Gathering sill 34, lead column 33 is arranged at the edge of the end face of precoated plate 3 with gathering sill 34, when two pieces of precoated plates 3 connect, one piece
The grafting of gathering sill 34 of the lead column 33 of precoated plate 3 and another piece of precoated plate 3.In two pieces of 3 grafting of precoated plate, due to lead column
33 are located at edge, therefore are easily directed to be alignd with gathering sill 34, thus the projection 31 in the middle of end face is with groove 32 also certainly
So alignd, so as to very convenient when two pieces of precoated plates 3 are installed.
The course of work：The course of work is illustrated with reference to above-mentioned all embodiments, the reality of each of which separate embodiments
The mode of applying is all contained in the middle of this implementation process.In construction, lower body of wall 2 is poured out first, then precoated plate 3 is passed through into projection
31 connect with the mode first place of the grafting of groove 32, are placed on lower body of wall 2, finally pour body of wall 1 on precoated plate 3.
The outermost of precoated plate 3 connected with exterior wall need not be poured out convex due to being no longer connected with other precoated plates 3
Block 31, only need to pour out end face.
The utility model has the advantages that sound construction, simple and convenient, and construction cost does not have too many increase.
This specific embodiment is only that it is not to restriction of the present utility model, ability to explanation of the present utility model
Field technique personnel can make as needed the modification without creative contribution after this specification is read to the present embodiment, but
As long as all being protected by Patent Law in right of the present utility model.
Claims (6)
1. a kind of precast floorslab reinforcing structure, including upper body of wall（1）, lower body of wall（2）And precoated plate（3）, two pieces of precoated plates
（3）It is end to end, the precoated plate（3）Head and the tail are both placed in the upper body of wall（1）With the lower body of wall（2）Between, it is described on
Body of wall（1）, lower body of wall（2）With the precoated plate（3）Junction forms more than one L-type turning, it is characterized in that：It is described prefabricated
Plate（3）An end face be provided with projection（31）, the precoated plate（3）Other end be provided with groove（32）, the precoated plate（3）
By projection（31）With another piece of precoated plate（3）Groove（32）Grafting.
2. precast floorslab reinforcing structure according to claim 1, is characterized in that：The L-type corner is each provided with one piece
Angle steel（4）, the angle steel（4）Both sides be equipped with bolt hole（41）, the angle steel（4）By some to wearing bolt（42）With institute
State precoated plate（3）It is fixedly connected, the angle steel（4）By some to wearing bolt（42）With the upper body of wall（1）And lower body of wall
（2）It is fixedly connected.
3. precast floorslab reinforcing structure according to claim 2, is characterized in that：The angle steel（4）The bolt on both sides
Hole（41）With regard to angle steel（4）Intersection between both sides is axisymmetricly arranged.
4. precast floorslab reinforcing structure according to claim 2, is characterized in that：The bolt hole in each edge（41）Into
Straight line is arranged.
5. precast floorslab reinforcing structure according to claim 1, is characterized in that：The projection（31）With regard to the precoated plate
（3）Axisymmetrical arrange.
6. precast floorslab reinforcing structure according to claim 1, is characterized in that：The precoated plate（3）An end face set
There is lead column（33）, the lead column（33）It is arranged on the precoated plate（3）The edge of end face, the precoated plate（3）It is another
End face is provided with gathering sill（34）, one piece of precoated plate（3）The lead column（33）With another piece of precoated plate（3）Gathering sill（34）
Grafting, the lead column（33）Length be more than the projection（31）Length.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621172684.4U CN206128678U (en) | 2016-10-26 | 2016-10-26 | Precast floorslab reinforcing structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621172684.4U CN206128678U (en) | 2016-10-26 | 2016-10-26 | Precast floorslab reinforcing structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206128678U true CN206128678U (en) | 2017-04-26 |
Family
ID=58576769
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621172684.4U Expired - Fee Related CN206128678U (en) | 2016-10-26 | 2016-10-26 | Precast floorslab reinforcing structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206128678U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110409858A (en) * | 2019-06-28 | 2019-11-05 | 山东省建筑科学研究院有限公司 | One kind being used for masonry bearing capacity structural member and construction method |
-
2016
- 2016-10-26 CN CN201621172684.4U patent/CN206128678U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110409858A (en) * | 2019-06-28 | 2019-11-05 | 山东省建筑科学研究院有限公司 | One kind being used for masonry bearing capacity structural member and construction method |
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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: 20170426 Termination date: 20171026 |