CN209145020U - A kind of assembled beam building roof structure and its height adjusting system - Google Patents
A kind of assembled beam building roof structure and its height adjusting system Download PDFInfo
- Publication number
- CN209145020U CN209145020U CN201821835725.2U CN201821835725U CN209145020U CN 209145020 U CN209145020 U CN 209145020U CN 201821835725 U CN201821835725 U CN 201821835725U CN 209145020 U CN209145020 U CN 209145020U
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- China
- Prior art keywords
- prefabricated
- roof structure
- angle steel
- building roof
- assembled beam
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 57
- 239000010959 steel Substances 0.000 claims abstract description 57
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 25
- 230000008859 change Effects 0.000 abstract description 5
- 238000004134 energy conservation Methods 0.000 abstract description 3
- 230000009467 reduction Effects 0.000 abstract description 3
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 239000004567 concrete Substances 0.000 description 5
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 4
- 230000015271 coagulation Effects 0.000 description 3
- 238000005345 coagulation Methods 0.000 description 3
- 230000006978 adaptation Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 239000007788 liquid Substances 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 239000002699 waste material Substances 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000000574 ganglionic effect Effects 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
- 230000001105 regulatory effect Effects 0.000 description 1
- 230000002459 sustained effect Effects 0.000 description 1
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model relates to a kind of assembled beam building roof structure and its height adjusting system, assembled beam building roof structure includes prefabricated reinforced concrete column, precast floor slab and the horizontal prepared screw-bolt hole group for being located at prefabricated reinforced concrete column side；The prepared screw-bolt hole group is setting up and down and no less than two groups；Angle steel is bolted in prepared screw-bolt hole, and prefabricated bolumn cap is installed on the angle steel, and the precast floor slab is mounted on prefabricated bolumn cap.The utility model has the beneficial effects that: angle steel is bolted on the adjusting that assembled beam building roof structure interfloor height can be realized in different prepared screw-bolt holes, it is built without removing, the problem of building is brought using function change can be met, group meets the requirement of national energy conservation and emission reduction, while reducing a large amount of cost to owner.
Description
Technical field
The utility model relates to building structure technology field, specifically a kind of assembled beam building roof structure and its height adjustment
System.
Background technique
Some traditional architectures are possible to because of a variety of causes more after building up after design initial stage just sets using function
The use function of building is changed, therefore traditional architecture will may be unable to satisfy requirement and be discarded.As industrial premises, do not having very much
Have when reaching design life, just as therefore building function, which is unable to satisfy requirement, will remove reconstruction, this is undoubtedly and currently
The energy-saving and emission-reduction that country advocates are away from each other, while wasting vast resources, pollute environment, to society and are caused greatly naturally
Waste.
In recent years, reinforced concrete flat slab floor structure is applied than wide, and many industrial premises and civil buildings are also all
It is in use, many because using the change of function using this structure type, cause interfloor height to be unable to satisfy and wants
It asks, is rebuild if removed, cost will increase dramatically, and will also result in very big waste.
Utility model content
The purpose of this utility model is to provide a kind of assembled beam building roof structure and its height adjusting systems, pass through node
The interfloor height of the lifting adjusting structure of position meets the requirement of building with this.
The utility model, which is that the following technical solution is employed, to be realized:
A kind of assembled beam building roof structure, including prefabricated reinforced concrete column, precast floor slab and level be located at it is precast reinforced
The prepared screw-bolt hole group of concrete column side；
The prepared screw-bolt hole group is setting up and down and no less than two groups；
Angle steel is bolted in prepared screw-bolt hole, and prefabricated bolumn cap, the precast floor slab peace are installed on the angle steel
On prefabricated bolumn cap.
It further include the prefabricated bracket for being located at prefabricated reinforced concrete column side, the bracket quantity of each side is not less than two
A, prefabricated bracket is even number and is arranged symmetrically.
The length of the angle steel is not more than the width of prefabricated reinforced concrete column.
Stiffening rib steel plate is welded on the inside of the angle steel, the stiffening rib steel plate is symmetrical, the corner of the angle steel with plus
There are gaps between strength rib steel plate.
It further include the prefabricated rim of a cup basis for installing prefabricated reinforced concrete column.
A kind of assembled beam superstructure height adjusting system, including assembled beam building roof structure described in above-mentioned any one and
For adjusting the Liftable supporting device of precast floor slab height.
The Liftable supporting device is hydraulic jack.
The beneficial effects of the utility model are:
1, the utility model angle steel, which is bolted in different prepared screw-bolt holes, can be realized assembled beam superstructure knot
The adjusting of structure interfloor height can meet the problem of building is brought using function change, group meets country without removing building
The requirement of energy-saving and emission-reduction, while a large amount of cost is reduced to owner.
2, the utility model is promoted or is reduced the adjusting for realizing interfloor height, easy to operate, peace by hydraulic jack
It is complete reliable, carry out biggish convenience to the use functional bands of building.
Detailed description of the invention
Attached drawing 1 is the structural schematic diagram of assembled beam building roof structure.
Attached drawing 2 is the structural schematic diagram of angle steel 7.
Attached drawing 3 is the cross-sectional view of the A-A of attached drawing 2.
Label as shown in the figure: 1, prefabricated bolumn cap；2, prefabricated bracket；3, prefabricated rim of a cup basis；4, prefabricated reinforced concrete column；
5, prepared screw-bolt hole group；6, bolt；7, angle steel；8, precast floor slab；9, stiffening rib steel plate；10, gap.
Specific embodiment
With reference to the drawings and specific embodiments, the utility model is described in further detail.It should be understood that these embodiments are only used for
Illustrate the utility model rather than limitation the scope of the utility model.In addition, it should also be understood that, having read the utility model instruction
Content after, those skilled in the art can make various changes or modifications the utility model, and such equivalent forms are equally fallen
In the scope of the appended claims of the present application.
A kind of assembled beam building roof structure, including prefabricated reinforced concrete column 4, precast floor slab 8 and level are located at pre-manufactured steel
The prepared screw-bolt hole group 5 of 4 side of reinforced concrete column；
The prepared screw-bolt hole group 5 is setting up and down and no less than two groups；
Angle steel 7 is equipped with the bolt hole matched with prepared screw-bolt hole group, is fixed in prepared screw-bolt hole 5 by bolt 6,
Prefabricated bolumn cap 1 is installed, the precast floor slab 8 is mounted on prefabricated bolumn cap 1, as shown in Figure 1,8 water of precast floor slab on the angle steel 7
For safety on prefabricated bolumn cap 1, angle steel 7 is fixed in the prepared screw-bolt hole 5 of different height by bolt 6 can be realized assembled
The adjusting of beam building roof structure interfloor height can meet the problem of building is brought using function change, group is full without removing building
The foot requirement of national energy conservation and emission reduction, while to owner reducing a large amount of cost.
It further, further include the prefabricated bracket 2 for being located at 4 side of prefabricated reinforced concrete column, preferably precast reinforced
Each side of concrete column 4 is respectively mounted prefabricated bracket 2, and prefabricated bracket 2 is fixed on precast reinforced coagulation by bolt 6 or reinforcing bar
On earth pillar 4, the bracket quantity of each side is not less than two, and Liftable supporting device is placed in prefabricated bracket 2 when adjusting height
On, prefabricated bracket 2 is even number and is arranged symmetrically, and can place multiple Liftable supporting devices and increase when adjusting height to prefabricated building
The stability that plate 8 supports.
Further, the length of the angle steel 7 is not more than the width of prefabricated reinforced concrete column 4, convenient precast reinforced
The sustained height of each side of concrete column 4 is respectively mounted angle steel 7.
Further, stiffening rib steel plate 9 is welded on the inside of the angle steel 7, the stiffening rib steel plate 9 is symmetrical, the angle
There are gap 10 between the corner and stiffening rib steel plate 9 of steel 7, adaptation angle steel 7 expands with heat and contract with cold with stiffening rib steel plate 9, increases steady
It is qualitative.
It further, further include prefabricated rim of a cup basis 3 for installing prefabricated reinforced concrete column 4, precast reinforced coagulation
Earth pillar 4 is placed on rim of a cup basis the inside, forms the high assembly concrete flat slab structure of adjustable ganglionic layer.
A kind of assembled beam superstructure height adjusting system, including assembled beam building roof structure described in above-mentioned any one and
For adjusting the Liftable supporting device of 8 height of precast floor slab.Pacify at same level height 4 side of prefabricated reinforced concrete column
Equipped with a certain number of even number brackets, while reserved no less than two rows of 6 hole group of leveling screw, the bolt 6 of angle steel 7 is consolidated
It is scheduled on prefabricated post side, prefabricated bolumn cap 1 is placed on 7 horizontal plane of angle steel, then precast floor slab 8 is laid on above bolumn cap.It needs
When adjustment structure interfloor height, liquid Liftable supporting device is symmetrically disposed on bracket, jack top and 7 water of angle steel
Plane contact takes out the bolt 6 of fixed angle steel 7, adjusts hydraulic jack heights of roofs, and angle steel 7 is fixed on different height by bolt 6
Prepared screw-bolt hole 5 adjusting of structure interfloor height can be realized.
The Liftable supporting device is hydraulic jack, simple and efficient to handle.
Embodiment 1:
The present embodiment provides a kind of assembled beam building roof structures, including prefabricated reinforced concrete column 4, precast floor slab 8 and water
The flat prepared screw-bolt hole group 5 for being located at 4 side of prefabricated reinforced concrete column, the prepared screw-bolt hole group 5 is setting up and down and is no less than
Two groups.
It further include the prefabricated bracket 2 for being located at 4 side of prefabricated reinforced concrete column, preferably in prefabricated reinforced concrete column 4
Each side be respectively mounted prefabricated bracket 2, prefabricated bracket 2 is fixed on prefabricated reinforced concrete column 4 by bolt 6 or reinforcing bar,
The bracket quantity of each side is not less than two.
Angle steel 7 is fixed in prepared screw-bolt hole 5 by bolt 6, and the length of the angle steel 7 is not more than prefabricated reinforced concrete
The width of column 4 welds stiffening rib steel plate 9 on the inside of the angle steel 7, and the stiffening rib steel plate 9 is symmetrical, the angle of the angle steel 7
There are gap 10 between portion and stiffening rib steel plate 9, adaptation angle steel 7 expands with heat and contract with cold with stiffening rib steel plate 9, increases stability.
Prefabricated bolumn cap 1 is installed, it further includes for pacifying that the precast floor slab 8, which is mounted on prefabricated bolumn cap 1, on the angle steel 7
The prefabricated rim of a cup basis 3 of prefabricated reinforced concrete column 4 is filled, prefabricated reinforced concrete column 4 is placed on rim of a cup basis the inside, and formation can
The high assembly concrete flat slab structure of regulating course.
As shown in Figure 1, precast floor slab 8 is horizontally arranged on prefabricated bolumn cap 1, angle steel 7 is fixed on different height by bolt 6
Prepared screw-bolt hole 5 in the adjusting of assembled beam building roof structure interfloor height can be realized, liftable is supported when adjusting height
Device is placed on prefabricated bracket 2, and prefabricated bracket 2 is even number and is arranged symmetrically, and can be placed multiple Liftable supporting devices and be increased
The stability supported when adjusting height to precast floor slab 8 can meet building using function and change bring without removing building
Problem, group meets the requirement of national energy conservation and emission reduction, while reducing a large amount of cost to owner.
The present embodiment provides a kind of assembled beam superstructure height adjusting systems, including assembled described in above-mentioned any one
Beam building roof structure and Liftable supporting device (such as hydraulic jack) for adjusting 8 height of precast floor slab；Precast reinforced coagulation
4 side of earth pillar is equipped with a certain number of even number brackets, while reserved no less than two rows of water at same level height
The bolt 6 of angle steel 7 is fixed on prefabricated post side, prefabricated bolumn cap 1 is placed on 7 horizontal plane of angle steel by flat 6 hole group of bolt, then will
Precast floor slab 8 is laid on above bolumn cap.It is when needing adjustment structure interfloor height, liquid Liftable supporting device is symmetrically placed
On bracket, with the horizontal face contact of angle steel 7 at the top of jack, the bolt 6 of fixed angle steel 7 is taken out, hydraulic jack heights of roofs is adjusted,
The adjusting of structure interfloor height can be realized by the prepared screw-bolt hole 5 that bolt 6 is fixed on different height for angle steel 7.
Basic principles, main features, and advantages of the present invention has been shown and described above.Current row
The technical staff of industry is described in above embodiments and description it should be appreciated that the present utility model is not limited to the above embodiments
Only the principles of the present invention, the utility model also has respectively on the premise of not departing from the spirit and scope of the utility model
Kind changes and improvements, these changes and improvements are both fallen in the range of claimed invention.The requires of the utility model
Protection scope defined by appended claims and its equivalent.
Claims (7)
1. a kind of assembled beam building roof structure, it is characterised in that: be located at including prefabricated reinforced concrete column, precast floor slab and level
The prepared screw-bolt hole group of prefabricated reinforced concrete column side；
The prepared screw-bolt hole group is setting up and down and no less than two groups；
Angle steel is bolted in prepared screw-bolt hole, and prefabricated bolumn cap is installed on the angle steel, and the precast floor slab is mounted on
On prefabricated bolumn cap.
2. assembled beam building roof structure according to claim 1, it is characterised in that: further include being located at prefabricated reinforced concrete
The prefabricated bracket of column side, the bracket quantity of each side are not less than two, and prefabricated bracket is even number and is arranged symmetrically.
3. assembled beam building roof structure according to claim 1, it is characterised in that: the length of the angle steel is no more than prefabricated
The width of reinforced column.
4. assembled beam building roof structure according to claim 1, it is characterised in that: weld rib steel of putting more energy on the inside of the angle steel
Plate, the stiffening rib steel plate is symmetrical, and there are gaps between the corner and stiffening rib steel plate of the angle steel.
5. assembled beam building roof structure according to claim 1, it is characterised in that: further include precast reinforced mixed for installing
The prefabricated rim of a cup basis of solidifying earth pillar.
6. a kind of assembled beam superstructure height adjusting system, it is characterised in that: including dress described in claim 1-5 any one
Liftable supporting device with formula beam building roof structure and for adjusting precast floor slab height.
7. assembled beam superstructure height adjusting system according to claim 6, it is characterised in that: the liftable support dress
It is set to hydraulic jack.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821835725.2U CN209145020U (en) | 2018-11-08 | 2018-11-08 | A kind of assembled beam building roof structure and its height adjusting system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821835725.2U CN209145020U (en) | 2018-11-08 | 2018-11-08 | A kind of assembled beam building roof structure and its height adjusting system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209145020U true CN209145020U (en) | 2019-07-23 |
Family
ID=67284901
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821835725.2U Expired - Fee Related CN209145020U (en) | 2018-11-08 | 2018-11-08 | A kind of assembled beam building roof structure and its height adjusting system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209145020U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112323990A (en) * | 2020-07-17 | 2021-02-05 | 中冶(上海)钢结构科技有限公司 | Method for connecting assembled floor slab and structural column |
| CN112482612A (en) * | 2020-11-20 | 2021-03-12 | 哈尔滨学院 | Assembled steel construction wallboard connecting device |
-
2018
- 2018-11-08 CN CN201821835725.2U patent/CN209145020U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112323990A (en) * | 2020-07-17 | 2021-02-05 | 中冶(上海)钢结构科技有限公司 | Method for connecting assembled floor slab and structural column |
| CN112482612A (en) * | 2020-11-20 | 2021-03-12 | 哈尔滨学院 | Assembled steel construction wallboard connecting device |
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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: 20190723 |