CN208870190U - Assembled arthitecutral structure - Google Patents
Assembled arthitecutral structure Download PDFInfo
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- CN208870190U CN208870190U CN201821416372.2U CN201821416372U CN208870190U CN 208870190 U CN208870190 U CN 208870190U CN 201821416372 U CN201821416372 U CN 201821416372U CN 208870190 U CN208870190 U CN 208870190U
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- precast
- floor slab
- wall body
- floor
- hound
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Abstract
The utility model relates to a kind of assembled arthitecutral structures, comprising: a pair of of the precast wall body being oppositely arranged；It is fastened transversely to the precast floor slab on the top of a pair of of precast wall body；And multiple hounds of adjustable in length, hound diagonal brace is between precast wall body and precast floor slab, and hound is articulated and connected with precast wall body and precast floor slab, by adjusting the length of hound to adjust the flatness of precast floor slab, so as to support wall, it does not need to set up vertical supporting again, reduces working procedure, improve construction efficiency.Hound can be according to construction operation load on floor construction and preloading load reasonable Arrangement in the supporting point of precast floor slab, ensure that structure is reasonable, reduce the deformation of floor span centre, and structure safety is guaranteed by load transducer implementing monitoring Prefabricated stacking floor stress, superimposed sheet absolute altitude and flatness can be adjusted by adjusting hydraulic device.
Description
Technical field
The utility model relates to the realm of building construction, espespecially a kind of assembled arthitecutral structure.
Background technique
In assembled architecture, precast floor slab is horizontally installed on a pair of of the precast wall body being vertically oppositely arranged.Existing
In technology, vertical supporting structure is set up near precast wall body, fixes precast wall body using vertical supporting structure.
But vertical supporting is difficult to adjust the height of precast floor slab and flatness, and mounts and dismounts the construction of vertical supporting
Step is more, and the time is long, inefficiency.
Utility model content
The purpose of the utility model is to overcome the defects of the prior art, provide a kind of assembled arthitecutral structure, solve existing
There is vertical supporting in technology to be difficult to adjust the height of precast floor slab and flatness, and mounts and dismounts the construction procedure of vertical supporting
More, the time is long, inefficiency.The problem of.
Realizing the technical solution of above-mentioned purpose is:
The utility model provides a kind of assembled arthitecutral structure, comprising:
A pair of of the precast wall body being oppositely arranged；
It is fastened transversely to the precast floor slab on the top of the pair of precast wall body；And
Multiple hounds of adjustable in length, the hound diagonal brace in the precast wall body and the precast floor slab it
Between, and the hound and the precast wall body and the precast floor slab are articulated and connected, by the length for adjusting the hound
To adjust the flatness of the precast floor slab.
The utility model assembled arthitecutral structure the utility model has the advantages that
The utility model assembled arthitecutral structure is supported between precast floor slab and precast wall body by using hound, from
And wall can be supported, it does not need to set up vertical supporting again, reduces working procedure, improve construction efficiency.Hound is pre-
The supporting point of floor processed can be according to construction operation load on floor construction and preloading load reasonable Arrangement, it is ensured that structure stress closes
Reason reduces the deformation of floor span centre, and guarantees structure safety by load transducer implementing monitoring Prefabricated stacking floor stress,
Superimposed sheet absolute altitude and flatness can be adjusted by adjusting hydraulic device.The construction method of the utility model is flexible, convenient, in floor
On last layer concrete curing to strength of mould stripping after, hound is unloaded and is reused after removing.
The utility model assembled arthitecutral structure further improvement lies in that,
Wall steel bar is equipped in the precast wall body, the end of the wall steel bar protrudes out the top of the precast wall body
End, and simultaneously part is located above the end of the precast floor slab for the end bending of the wall steel bar；
Floor bar is equipped in the precast floor slab, the end of the floor bar protrudes out the end of the precast floor slab
And it is connected with the end banding of the corresponding wall steel bar.
The utility model assembled arthitecutral structure further improvement lies in that, further include pouring on the precast floor slab
With the overlapping layers at the top of the precast wall body, the interior anchoring of the overlapping layers protrudes out the wall steel bar of the precast wall body
End and protrude out the precast floor slab the floor bar end, by the overlapping layers connect the precast floor slab and
Corresponding precast wall body.
The utility model assembled arthitecutral structure further improvement lies in that, the floor bar in the precast floor slab includes
Bottom floor bar, the middle layer floor bar wave-shaped being connect with the bottom floor bar and with the middle layer floor
The top floor reinforcing bar of reinforcing bar connection, the mezzanine slab muscle portion position are located in the precast floor slab, are partially located at described pre-
Floor processed is outer and is anchored in the overlapping layers, and the top floor reinforcing bar is located at outside the precast floor slab and is anchored in described folded
It closes in layer.
The utility model assembled arthitecutral structure further improvement lies in that, the end of the hound is corresponding be hinged with it is pre-
Embedded part, the built-in fitting correspondence are fixed on the pair of precast wall body and the precast floor slab.
The utility model assembled arthitecutral structure further improvement lies in that, the built-in fitting includes:
It is fixed on the embedded board of the precast wall body or the precast floor slab；And
It is perpendicularly fixed at the fixed plate of the embedded board.
The utility model assembled arthitecutral structure further improvement lies in that, the end of the hound is equipped with bolt,
The bolt is arranged in the fixed plate, and is screwed together in the bolt thus by the hound and the fixed plate by nut
Articulated connection.
The utility model assembled arthitecutral structure further improvement lies in that, the hound be hydraulic stem.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model assembled arthitecutral structure.
Fig. 2 is the lateral perspective of Fig. 1.
Specific embodiment
The utility model is described in further detail in the following with reference to the drawings and specific embodiments.
Refering to fig. 1, it is shown that the utility model assembled arthitecutral structure structural schematic diagram.Fig. 2 is the lateral perspective of Fig. 1
Figure.Referring to figs. 1 and 2, the utility model assembled arthitecutral structure includes: a pair of of the precast wall body 10 being oppositely arranged；It is horizontal
To the precast floor slab 20 on the top for being fixed on a pair of of precast wall body 10；And multiple hounds 30 of adjustable in length, hound
30 diagonal braces are between precast wall body 10 and precast floor slab 20, and hound 30 hingedly connects with precast wall body 10 and precast floor slab 20
It connects, adjusts the flatness of precast floor slab 20 by adjusting the length of hound 30.
As a better embodiment of the utility model assembled arthitecutral structure, in conjunction with shown in Fig. 1 and Fig. 2, dry wall
Wall steel bar 11 is equipped in body 10, the end of wall steel bar 11 protrudes out the top of precast wall body 10, and the end of wall steel bar 11
Portion's bending and part are located at the end top of precast floor slab 20；Floor bar 21 is equipped in precast floor slab 20, floor bar 21
End protrudes out the end of precast floor slab 20 and connects with the end banding of corresponding wall steel bar 11.
The utility model assembled arthitecutral structure structure further includes pouring to push up on precast floor slab 20 with precast wall body 10
The overlapping layers in portion, the interior anchoring of overlapping layers protrude out the end of the wall steel bar 11 of precast wall body 10 and protrude out precast floor slab 20
Floor bar 21 end, precast floor slab 20 and corresponding precast wall body 10 are connected by overlapping layers, to enhance dry wall
Body 10 is fixedly connected and whole stability with precast floor slab 20.
As a better embodiment of the utility model assembled arthitecutral structure, the end correspondence of hound 30 is hinged with
Built-in fitting 40, the correspondence of built-in fitting 40 are fixed on a pair of of precast wall body 10 and precast floor slab 20.Using built-in fitting 40 by hound 30
Diagonal brace is between precast wall body 10 and precast floor slab 20.The end of hound 30 and built-in fitting 40 are articulated and connected, thus adjusting
When the length of hound 30, it is able to carry out adaptability adjusting.
Floor bar 21 as a better embodiment of the utility model assembled arthitecutral structure, in precast floor slab 20
The middle layer floor bar wave-shaped that is connect including bottom floor bar, with bottom floor bar and with middle layer floor bar
The top floor reinforcing bar of connection, mezzanine slab muscle portion position are located in precast floor slab 20, are partially located at outside precast floor slab 20 simultaneously anchor
It is fixed in overlapping layers, top floor reinforcing bar is located at outside precast floor slab and is anchored in overlapping layers.
As a better embodiment of the utility model assembled arthitecutral structure, built-in fitting 40 include: be fixed on it is prefabricated
The embedded board 41 of wall 10 or precast floor slab 20；It is perpendicularly fixed at the fixed plate 42 of embedded board 41.
As a better embodiment of the utility model assembled arthitecutral structure, the end of hound 30 is equipped with spiral shell
Bolt, bolt is arranged in fixed plate 42, and is screwed together in bolt by nut to which hound 30 and fixed plate 42 be articulated and connected.Gu
Fixed board 42 plays the role of fixed hound 30.Screw bolt and nut be dismountable mode be attached, thus facilitate installation and
Disassembly.
Vertically arranged precast wall body 10 is supported to reduce without setting up vertical supporting again using hound 30
Construction procedure improves construction efficiency.Hound can be according to construction operation load on floor construction in the supporting point of precast floor slab
And preloading load reasonable Arrangement, it is ensured that structure is reasonable, reduces the deformation of floor span centre, and pass through load transducer implementing monitoring
Prefabricated stacking floor stress guarantees structure safety, can adjust superimposed sheet absolute altitude and flatness by adjusting hydraulic device.It can
The link position of hound 30 and precast floor slab 20 is adjusted according to the stress point of precast floor slab 20, so that it is right to adjust hound 30
The Support Position of precast floor slab 20.The construction method of the utility model is flexible, convenient, the last layer poured on precast floor slab,
After concrete curing to strength of mould stripping, reused after hound is unloaded and removed.
In the present embodiment, hound 30 is hydraulic stem.The adjustable in length of hydraulic stem adjusts prefabricated building using hydraulic stem
The height of each position of plate 20, to adjust the flatness of precast floor slab 20, guarantee precast floor slab 20 is located at horizontality.
Electric drive hydraulic thruster is applicable to push away again, line or the movement of reciprocating rotary certain angle is straightened, it can also be used to need up and down or
The place of working substance is clamped, and the concentration or process control of remote high-altitude and dangerous area can be carried out.
The utility model assembled arthitecutral structure has the beneficial effect that
The utility model assembled arthitecutral structure is supported between precast floor slab and precast wall body by using hound, from
And wall can be supported, it does not need to set up vertical supporting again, reduces working procedure, improve construction efficiency.Hound is pre-
The supporting point of floor processed can be according to construction operation load on floor construction and preloading load reasonable Arrangement, it is ensured that structure stress closes
Reason reduces the deformation of floor span centre, and guarantees structure safety by load transducer implementing monitoring Prefabricated stacking floor stress,
Superimposed sheet absolute altitude and flatness can be adjusted by adjusting hydraulic device.The construction method of the utility model is flexible, convenient, in floor
On last layer concrete curing to strength of mould stripping after, hound is unloaded and is reused after removing.
Combine figure embodiment that the utility model is described in detail above, those skilled in the art can root
Many variations example is made to the utility model according to above description.Thus, certain details in embodiment should not constitute practical to this
Novel restriction, the utility model will be using the ranges that the appended claims define as the protection scope of the utility model.
Claims (8)
1. a kind of assembled arthitecutral structure characterized by comprising
A pair of of the precast wall body being oppositely arranged；
It is fastened transversely to the precast floor slab on the top of the pair of precast wall body；And
Multiple hounds of adjustable in length, the hound diagonal brace between the precast wall body and the precast floor slab, and
The hound and the precast wall body and the precast floor slab are articulated and connected, by adjusting the length of the hound to adjust
Save the flatness of the precast floor slab.
2. assembled arthitecutral structure as described in claim 1, which is characterized in that
Wall steel bar is equipped in the precast wall body, the end of the wall steel bar protrudes out the top of the precast wall body, and
The end bending of the wall steel bar is simultaneously partially located above the end of the precast floor slab；
Be equipped with floor bar in the precast floor slab, the end of the floor bar protrude out the end of the precast floor slab and with
The end banding of the corresponding wall steel bar connects.
3. assembled arthitecutral structure as claimed in claim 2, which is characterized in that further include pouring on the precast floor slab
With the overlapping layers at the top of the precast wall body, the interior anchoring of the overlapping layers protrudes out the wall steel bar of the precast wall body
End and protrude out the precast floor slab the floor bar end, by the overlapping layers connect the precast floor slab and
Corresponding precast wall body.
4. assembled arthitecutral structure as claimed in claim 3, which is characterized in that the floor bar in the precast floor slab includes
Bottom floor bar, the middle layer floor bar wave-shaped being connect with the bottom floor bar and with the middle layer floor
The top floor reinforcing bar of reinforcing bar connection, the mezzanine slab muscle portion position are located in the precast floor slab, are partially located at described pre-
Floor processed is outer and is anchored in the overlapping layers, and the top floor reinforcing bar is located at outside the precast floor slab and is anchored in described folded
It closes in layer.
5. assembled arthitecutral structure as described in claim 1, which is characterized in that the end correspondence of the hound is hinged with pre-
Embedded part, the built-in fitting correspondence are fixed on the pair of precast wall body and the precast floor slab.
6. assembled arthitecutral structure as claimed in claim 5, which is characterized in that the built-in fitting includes:
It is fixed on the embedded board of the precast wall body or the precast floor slab；And
It is perpendicularly fixed at the fixed plate of the embedded board.
7. assembled arthitecutral structure as claimed in claim 6, which is characterized in that the end of the hound is equipped with bolt,
The bolt is arranged in the fixed plate, and is screwed together in the bolt thus by the hound and the fixed plate by nut
Articulated connection.
8. assembled arthitecutral structure as described in claim 1, which is characterized in that the hound is hydraulic stem.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821416372.2U CN208870190U (en) | 2018-08-31 | 2018-08-31 | Assembled arthitecutral structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821416372.2U CN208870190U (en) | 2018-08-31 | 2018-08-31 | Assembled arthitecutral structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208870190U true CN208870190U (en) | 2019-05-17 |
Family
ID=66466214
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821416372.2U Active CN208870190U (en) | 2018-08-31 | 2018-08-31 | Assembled arthitecutral structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208870190U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111677321A (en) * | 2020-06-04 | 2020-09-18 | 江苏文博建筑设计有限公司 | Assembled building reinforced structure |
| CN114382169A (en) * | 2021-12-21 | 2022-04-22 | 曹大燕 | Construction method for upper layer of building based on inclined support system |
| CN115233825A (en) * | 2022-07-19 | 2022-10-25 | 青岛滨海学院 | Assembly type integrated connecting device for construction equipment |
-
2018
- 2018-08-31 CN CN201821416372.2U patent/CN208870190U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111677321A (en) * | 2020-06-04 | 2020-09-18 | 江苏文博建筑设计有限公司 | Assembled building reinforced structure |
| CN111677321B (en) * | 2020-06-04 | 2021-10-08 | 江苏文博建筑设计有限公司 | Assembled building reinforced structure |
| CN114382169A (en) * | 2021-12-21 | 2022-04-22 | 曹大燕 | Construction method for upper layer of building based on inclined support system |
| CN115233825A (en) * | 2022-07-19 | 2022-10-25 | 青岛滨海学院 | Assembly type integrated connecting device for construction equipment |
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