CN208578228U - A kind of haunch formula large panel structure for basement - Google Patents
A kind of haunch formula large panel structure for basement Download PDFInfo
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- CN208578228U CN208578228U CN201820718398.6U CN201820718398U CN208578228U CN 208578228 U CN208578228 U CN 208578228U CN 201820718398 U CN201820718398 U CN 201820718398U CN 208578228 U CN208578228 U CN 208578228U
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- basement
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- haunch
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Abstract
The utility model discloses a kind of haunch formula large panel structures for basement, it is related to construction engineering technical field, construction for basement, to solve to work as concrete aging in the prior art, haunch structure weakens the support effect of big plate, and the structural strength of basement can reduce, and there are problems that certain risk, comprising: which big plate and the haunch structure being set between the big plate and crossbeam, the haunch structure include: the support plate that tilting rack is set between crossbeam and the big plate；The support column being set in the crossbeam；Side is fixedly arranged in the support plate, the other side is fixedly arranged on the pull rod on support column；And concrete block between the big plate and the crossbeam, in triangular prism shape is poured, the support plate and the pull rod are built in the concrete block；Strong structural strength with basement, the higher advantage of safety.
Description
Technical field
The utility model relates to construction engineering technical field, in particular to a kind of haunch formula for basement is hardened greatly
Structure.
Background technique
In modern architecture, basement roof will also meet the requirement of superstructure position of fixity, people other than meeting force request
Anti- top plate radiation protection requirement, waterproof requirement etc..Under normal circumstances, actual plate thickness is bigger than the plate thickness of force request, the bearing capacity of plate
Have biggish more than needed.
Traditional design generally uses contignation, and spandrel girder is arranged below plate, to increase the ultimate load of plate.Spandrel girder
Setting generally there are two types of mode, respectively " rood beam " method and " cross beam " method, but the crossbeam needs of both are used
More reinforcing bar causes the waste of steel.
So the new construction method of existing one kind is that the big plate of haunch formula is used to use as the top plate of basement, this
Kind of the big plate of haunch formula is to increase by one layer of haunch structure between crossbeam and big plate at the top of load-bearing pillar, to increase the load of big plate.
This big plate of haunch formula can reduce the use of reinforcing bar, but the reinforcing bar filled in the haunch block of the big plate of haunch is mostly lateral steel
Muscle, the supporting role of haunch block rely primarily on the concrete on reinforcing bar, work as concrete aging, and the structural strength of basement can drop
Low, there are certain risks.
Utility model content
The purpose of the utility model is to provide a kind of haunch formula large panel structure for basement, the structure with basement
Intensity is strong, the higher advantage of safety.
The above-mentioned technical purpose of the utility model has the technical scheme that
A kind of haunch formula large panel structure for basement, comprising: big plate and be set between the big plate and crossbeam
Haunch structure, the haunch structure includes: that tilting rack is set to support plate between crossbeam and the big plate；It is set to the cross
Support column in beam；Side is fixedly arranged in the support plate, the other side is fixedly arranged on the pull rod on support column；And it pours in institute
Concrete block between big plate and the crossbeam, in triangular prism shape is stated, the support plate and the pull rod are built in institute
It states in concrete block.
By using above-mentioned technical proposal, support plate and drawing are provided in the concrete block between big plate and crossbeam
Bar, and pull rod is fixedly arranged on support column far from the side of support plate, in such manner, it is possible to make formation pair between support plate and support column
It draws, so that pulling force is provided for support plate, to support big plate；Haunch formula provided by the utility model for basement is hardened greatly
Structure, by being arranged support plate in concrete block, and with the mode of pull rod connection support plate and support column, so that working as concrete block
When aging occurs, support plate remains to provide support for big plate, solves and works as concrete aging in the prior art, and haunch structure is to big
The support effect of plate weakens, and the structural strength of basement can reduce, there are problems that certain risk, improve basement
Structural strength and safety.
Further, the pull rod of several different lengths is equipped between the support column and the support plate.
By using above-mentioned technical proposal, the setting of more pull rods can increase the pulling force that support plate is subject to, and then make to prop up
Fagging can support big plate more stablely.
Further, the two sides of the pull rod extending direction are equipped with the first mounting plate；The support column is close to the branch
The side of fagging and the support plate are equipped with several second mounting plates close to the support column side；First installation
Be equipped with through-hole on plate and second mounting plate, between the pull rod and the support column and the pull rod with it is described
It is locked by way of bolt attaching nut between support plate.
It is to be cooperated between pull rod and support plate and pull rod and support column by bolt by using above-mentioned technical proposal
The mode of nut realizes locking, and structure is simple, easy to operate.
Further, several second mounting plates of described support column the same side are integrally formed, and adjacent described second
Reinforcing rib is equipped between mounting plate.
By using above-mentioned technical proposal, several second mounting plates of support column the same side are integrally formed, and can simplify system
Make technique, reduces the cost of manufacture of support column；And second the reinforcing rib being arranged between mounting plate can be improved the second mounting plate
Limit load, and the structural strength of support column is improved, to increase the ultimate load of support plate, to increase the load of big plate, mention
The structural strength of high basement.
Further, the support column is in the setting of falling triangular pyramid, and two opposite sides are equipped with second installation
Plate.By using above-mentioned technical proposal, triangular pyramid is set down by support column, and two opposite sides of support column are all provided with
There is the second mounting plate, in this way, the support plate when load-bearing pillar two sides is connected on a support column by pull rod, support column can be made
As intermediate connector, make to be formed between the support plate of support column opposite sides to drawing, and then increase the load of support plate, to mention
The structural strength of the high big plate of basement.
Further, the support column is located at the top of the load-bearing pillar；The support column close to the load-bearing pillar one
Side is equipped with the inserted link that extending direction is parallel to the load-bearing pillar and is inserted in the load-bearing pillar, and the inserted link is far from the branch
The side of dagger is equipped with and extends perpendicularly to the inserted link, and is embedded in the transverse slat of subsurface.
By using above-mentioned technical proposal, inserted link can increase the compactness connected between support column and load-bearing pillar, and bury
Transverse slat set on subsurface can provide pulling force by inserted link for support column, so that support column can be stably fixed to support column
On, to increase the load of support plate.
Further, the mounting rack of inverted "L" shape is provided in the load-bearing pillar, extending partially into for the mounting rack is described
In concrete block；The two sides of the support plate width direction be equipped with the orthogonal backing plate of extending direction, and respectively with the peace
The both sides shelved abut against, and the backing plate is fixedly arranged on side of the mounting rack far from the load-bearing pillar by screw.
By using above-mentioned technical proposal, support plate is fixedly arranged on mounting rack using screw, to enhance support
Plate increases the load of the big plate of basement to the support effect of big plate, improves the safety of basement.
Further, the reinforcing bar that several extending directions are parallel to the crossbeam is equipped in the concrete block.
By using above-mentioned technical proposal, reinforcing bar can be improved the structural strength of concrete block itself, extend concrete block
While service life, increase the load of concrete block, improves the support force to big plate.
In conclusion the utility model has the following beneficial effects:
1, by being arranged support plate in concrete block, and with the mode of pull rod connection support plate and support column, so that working as
When aging occurs for concrete block, support plate remains to provide support for big plate, solves and works as concrete aging in the prior art, haunch
Structure weakens the support effect of big plate, and the structural strength of basement can reduce, there are problems that certain risk, improve
The structural strength and safety of basement；
2, triangular pyramid is set down by support column, and two opposite sides of support column are equipped with the second mounting plate,
In this way, the support plate when load-bearing pillar two sides is connected on a support column by pull rod, support column can be made to become intermediate connection
Part makes to be formed between the support plate of support column opposite sides to drawing, and then increases the load of support plate, to improve the big plate of basement
Structural strength；
3, the setting of inserted link and transverse slat can provide pulling force for support group, and support column is enable to be fixed on more stablely
In crossbeam, to improve the load of support plate.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the haunch formula large panel structure for basement of the utility model embodiment；
Fig. 2 is the part-structure sectional view of the haunch formula large panel structure for basement of the utility model embodiment；
Fig. 3 is the enlarged drawing in Fig. 2 at A；
Fig. 4 is the cross-sectional view of load-bearing pillar in the haunch formula large panel structure for basement of the utility model embodiment.
In figure: 1, big plate；2, haunch structure；21, support plate；211, backing plate；22, support column；221, inserted link；222, horizontal
Plate；23, pull rod；231, the first mounting plate；24, concrete block；241, reinforcing bar；25, the second mounting plate；26, reinforcing rib；3, horizontal
Beam；4, load-bearing pillar；41, mounting rack.
Specific embodiment
The utility model is described in further detail below in conjunction with attached drawing.
Embodiment:
As shown in Figure 1, a kind of haunch formula large panel structure for basement provided in this embodiment, comprising: big plate 1 and
Haunch structure 2, wherein big plate 1 is set up on the indoor crossbeam 3 in underground, to push up as layer, haunch structure 2 is set to big plate 1
Between crossbeam 3, to increase the load of big plate 1, the stability and safety of the structure of basement are improved.
Specifically, in conjunction with shown in Fig. 2 and Fig. 3, haunch structure 2 includes: support plate 21, support column 22, pull rod 23 and mixes
Solidifying soil block 24.Wherein 21 tilting rack of support plate is set between crossbeam 3 and big plate 1, and support column 22 is set in crossbeam 3, under crossbeam 3
Side is provided with the load-bearing pillar 4 of support beam 3, and in the present embodiment, support column 22 is located at the top where load-bearing pillar 4；Pull rod 23
Side be fixedly arranged in support plate 21, the other side is fixedly arranged on support column 22, so that pulling force is provided for support plate 21, so that support
The big plate 1 that plate 21 can support, to increase the load of big plate 1.Concrete block 24 pours between big plate 1 and load-bearing pillar 4, with for
Big plate 1 provides support, and above-mentioned support plate 21 and pull rod 23 are built in the concrete block 24, to be in cooperation concrete
While big plate 1 provides support, enhance the structural strength of concrete block 24.
Specifically, it is provided with the different pull rod 23 of several root long degree between support plate 21 and support column 22, is laid in support
Between column 22 and support plate 21, to increase the pulling force that support plate 21 is subject to, thus increase support plate 21 to the support force of big plate 1,
To improve the load of big plate 1, enhance the structural strength of basement.
Specifically, the two sides of 23 extending direction of pull rod are equipped with the first mounting plate 231, in support column 22 close to support plate 21
Side and support plate 21 close to the side of support column 22 be equipped with several second mounting plates 25, first mounting plate 231 with
It is equipped with through-hole on second mounting plate 25, so that between pull rod 23 and support column 22 and between pull rod 23 and support plate 21
Locking can be realized by way of bolt attaching nut, this lock mode structure is simple, and it is easy to operate, readily satisfy industrialization
The demand of production.
Specifically, in the present embodiment, which is in the setting of falling triangular pyramid, and two opposite sides are equipped with the
Two mounting plates 25.Triangular pyramid is set down by support column 22, and two opposite sides of support column 22 are equipped with the second installation
Plate 25 can make support column in this way, the support plate 21 when 4 two sides of load-bearing pillar is connected on a support column 22 by pull rod 23
22 become intermediate connector, make to be formed between the support plate 21 of 22 opposite sides of support column to drawing, and then increase support plate 21
Load, to improve the structural strength of the big plate 1 of basement.
Specifically, several second mounting plates 25 in 22 the same side of support column are integrally formed, and adjacent second installation
Reinforcing rib 26, the extending direction for extending perpendicularly to second mounting plate 25 of the reinforcing rib 26 are equipped between plate 25.
Integrally formed second mounting plate 25 can simplify manufacture craft, reduce the cost of manufacture of support column 22；And second
The reinforcing rib 26 being arranged between mounting plate 25 can be improved the load of the second mounting plate 25, and the structure for improving support column 22 is strong
Degree, to increase the load of support plate 21, to increase the load of big plate 1, improves the structural strength of basement.
Specifically, the mounting rack 41 in inverted L shape is provided in load-bearing pillar 4, which extends partially into concrete
In block 24, the orthogonal backing plate 211 of extending direction, two backing plates 211 difference are equipped in the two sides of 22 width direction of support column
It is abutted against with the both sides of mounting rack 41.The backing plate 211 is fixedly arranged on side of 41 hole of mounting rack far from load-bearing pillar 4 by screw.Make
Support plate 21 is fixed on mounting rack 41 with screw, support plate 21 can be enhanced to the support effect of big plate 1, to improve underground
The safety of room.
As shown in figure 4, support column 22 is equipped with inserted link 221 close to the side of load-bearing pillar 4, the extending direction of the inserted link 221 is flat
Row is inserted in load-bearing pillar 4 in the extending direction of load-bearing pillar 4.A transverse slat is equipped with far from the side of support column 22 in inserted link 221
222, which extends perpendicularly to the inserted link 221, and is embedded in subsurface.
Inserted link 221 can increase the compactness connected between support column 22 and load-bearing pillar 4, and be embedded in the transverse slat of subsurface
222 can provide pulling force by inserted link 221 for support column 22, so that support column 22 can be stably fixed on support column 22,
To increase the load of support plate 21.
Preferably, the reinforcing bar 241 that several extending directions are parallel to crossbeam 3 is additionally provided in concrete block 24, it is mixed to enhance
The structural strength of solidifying soil block 24, extends the service life of concrete block 24.
A kind of haunch formula large panel structure for basement provided in this embodiment, working principle and process are substantially such as
Under:
Support plate 21 and pull rod 23 are provided in concrete block 24 between big plate 1 and crossbeam 3, and pull rod 23 is separate
The side of support plate 21 is fixedly arranged on support column 22, in such manner, it is possible to make to be formed between support plate 21 and support column 22 to drawing, thus
Pulling force is provided for support plate 21, to support big plate 1.
Haunch formula large panel structure provided by the utility model for basement, by the way that branch is arranged in concrete block 24
Fagging 21, and with pull rod 23 connect support plate 21 and support column 22 mode so that when concrete block 24 occur aging when, support
Plate 21 remains to provide support for big plate 1, solves and works as concrete aging in the prior art, and haunch structure 2 imitates the support of big plate 1
Fruit weakens, and the structural strength of basement can reduce, and there are problems that certain risk, improve the structural strength of basement with
Safety.
This specific embodiment is only the explanation to the utility model, is not limitations of the present invention, ability
Field technique personnel can according to need the modification that not creative contribution is made to the present embodiment after reading this specification, but
As long as all by the protection of Patent Law in the scope of the claims of the utility model.
Claims (8)
1. a kind of haunch formula large panel structure for basement characterized by comprising
Big plate (1) and the haunch structure (2) being set between the big plate (1) and crossbeam (3), haunch structure (2) packet
It includes:
Tilting rack is set to the support plate (21) between crossbeam (3) and the big plate (1)；
The support column (22) being set in the crossbeam (3)；
Side is fixedly arranged on the support plate (21), the other side is fixedly arranged on the pull rod (23) on support column (22)；And
Pour concrete block (24) between the big plate (1) and the crossbeam (3), in triangular prism shape, the support plate
(21) and the pull rod (23) is built in the concrete block (24).
2. the haunch formula large panel structure according to claim 1 for basement, which is characterized in that
The pull rod (23) of several different lengths is equipped between the support column (22) and the support plate (21).
3. the haunch formula large panel structure according to claim 2 for basement, which is characterized in that
The two sides of pull rod (23) extending direction are equipped with the first mounting plate (231)；
The support column (22) is close to the side of the support plate (21) and the support plate (21) close to the support column
(22) side is equipped with several second mounting plates (25)；
Through-hole, first mounting plate (231) are equipped on first mounting plate (231) and second mounting plate (25)
It is locked by way of bolt attaching nut between second mounting plate (25).
4. the haunch formula large panel structure according to claim 3 for basement, which is characterized in that
Several second mounting plates (25) of described support column (22) the same side are integrally formed, and adjacent second mounting plate
(25) reinforcing rib (26) are equipped between.
5. the haunch formula large panel structure according to claim 4 for basement, which is characterized in that
The support column (22) is in the setting of falling triangular pyramid, and two opposite sides are equipped with second mounting plate (25).
6. the haunch formula large panel structure according to claim 1 for basement, which is characterized in that
The crossbeam (3) is arranged with the load-bearing pillar (4) of support beam (3), and the support column (22) is located at the load-bearing pillar (4)
Top；
The support column (22) is parallel to the load-bearing pillar (4) equipped with extending direction close to the side of the load-bearing pillar (4) and inserts
Inserted link (221) in the load-bearing pillar (4), the inserted link (221) is equipped with far from the side of the support column (22) to be extended
Direction is embedded in the transverse slat (222) of subsurface perpendicular to the inserted link (221).
7. the haunch formula large panel structure according to claim 6 for basement, which is characterized in that
The mounting rack (41) of inverted "L" shape is provided in the load-bearing pillar (4), extending partially into for the mounting rack (41) is described mixed
In solidifying soil block (24)；
The two sides of support plate (21) width direction be equipped with the orthogonal backing plate of extending direction (211), and respectively with it is described
The both sides of mounting rack (41) abut against, and the backing plate (211) is fixedly arranged on the mounting rack (41) far from the load-bearing by screw
The side of column (4).
8. the haunch formula large panel structure according to claim 1 for basement, which is characterized in that
The reinforcing bar (241) that several extending directions are parallel to the crossbeam (3) is additionally provided in the concrete block (24).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820718398.6U CN208578228U (en) | 2018-05-14 | 2018-05-14 | A kind of haunch formula large panel structure for basement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820718398.6U CN208578228U (en) | 2018-05-14 | 2018-05-14 | A kind of haunch formula large panel structure for basement |
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| Publication Number | Publication Date |
|---|---|
| CN208578228U true CN208578228U (en) | 2019-03-05 |
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ID=65506100
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820718398.6U Active CN208578228U (en) | 2018-05-14 | 2018-05-14 | A kind of haunch formula large panel structure for basement |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110735478A (en) * | 2019-10-28 | 2020-01-31 | 盐城工学院 | fabricated concrete truss building structure |
| CN112963040A (en) * | 2021-02-07 | 2021-06-15 | 恒元建设控股集团有限公司 | Basement civil air defense structure |
-
2018
- 2018-05-14 CN CN201820718398.6U patent/CN208578228U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110735478A (en) * | 2019-10-28 | 2020-01-31 | 盐城工学院 | fabricated concrete truss building structure |
| CN110735478B (en) * | 2019-10-28 | 2021-04-30 | 盐城工学院 | Assembled concrete truss building structure |
| CN112963040A (en) * | 2021-02-07 | 2021-06-15 | 恒元建设控股集团有限公司 | Basement civil air defense structure |
| CN112963040B (en) * | 2021-02-07 | 2022-05-03 | 恒元建设控股集团有限公司 | Basement civil air defense structure |
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Address after: 601a, building B2, East Industrial Zone, Huaqiaocheng, Nanshan District, Shenzhen, Guangdong 518000 Patentee after: Shenzhen Motai architectural design and Consulting Co.,Ltd. Address before: 601a, building B2, East Industrial Zone, Huaqiaocheng, Nanshan District, Shenzhen, Guangdong 518000 Patentee before: SHENZHEN MOTAI ARCHITECTURAL DESIGN AND CONSULTING Co.,Ltd. |