CN206591624U - A kind of prefabricated PC concrete overlaps groove type plate sheet-pile composite frame structure - Google Patents
A kind of prefabricated PC concrete overlaps groove type plate sheet-pile composite frame structure Download PDFInfo
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- CN206591624U CN206591624U CN201720102728.4U CN201720102728U CN206591624U CN 206591624 U CN206591624 U CN 206591624U CN 201720102728 U CN201720102728 U CN 201720102728U CN 206591624 U CN206591624 U CN 206591624U
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- type plate
- groove type
- concrete
- frame structure
- horizontal top
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Abstract
Groove type plate sheet-pile composite frame structure is overlapped the utility model discloses a kind of pre-stress concrete, it is frame column and is supported on the precast prestressed concrete overlapping groove type plate of framework capital both sides, and the combo box support body that frame column tenon is formed by connecting is poured after.The groove profile prefabricated components that the pre-stress concrete overlapping groove type plate is horizontal top and two side bars of downside arrangement are formed along its length.Wherein horizontal top uses the structural form of the sandwich superimposed sheet of close rib, reduces the consumption of concrete in horizontal top, reduces deadweight, improves rigidity and bearing capacity.Two side bars form a kind of new close column type for being not required to cruciform bracing overlapping groove type plate sheet-pile composite frame structure after being connected with frame column, saved the construction cost of frame structure.So the utility model alleviates deadweight on the premise of bearing capacity and globality and its security is ensured, material is saved, construction is simplified, reduces construction total cost, while can also insulation.Market application foreground is wide.
Description
Technical field
The utility model is related to a kind of assembling frame structure, and in particular to a kind of prefabricated PC concrete overlaps groove type plate
Sheet-pile composite frame structure.
Background technology
With the fast development of building industrialization, various fabricated reinforced concrete structures are rapidly developed, wherein assembling
Formula frame structure is because with simple in construction, easy construction, the features such as shortening the duration obtains weight in multi-storey building and public building
Point is promoted.But the assembling frame structure applied at present, its structure type and cast-in-place framework are just the same, different
It is that cast-in-place construction is changed to prefabrication and assembly construction construction, although reduce situ wet operation, shortens construction period, but simultaneously because dress
It is too high with the node link cost between the post in formula frame structure, beam, plate so that its every square metre construction cost will be higher by
The hundreds of members of construction cost of cast-in-place construction, so, just leverage the popularization and application of assembled concrete building.Therefore, it is reduction
The construction cost of assembled concrete building, improves the market competitiveness of assembled concrete building, researches and develops new assembled concrete
Frame structure system is very necessary and very urgent.
The content of the invention
The purpose of this utility model is that providing a kind of prefabricated PC concrete overlaps groove type plate sheet-pile composite frame structure,
It has from heavy and light, good integrity, it is easy to factorial praluction and installation, the features such as saving material, reduction construction cost, non-
It is very suitable for industrial premises, multi-storey building and public building.Groove is overlapped the utility model discloses a kind of prefabricated PC concrete
Template sheet-pile composite frame structure, it is frame column and is supported on the precast prestressed concrete overlapping groove type plate of framework capital both sides,
The combo box support body that frame column tenon is formed by connecting is poured after.Pre-stress concrete overlapping groove type plate be horizontal top and along its
The groove profile prefabricated components of two side bars formation of arrangement on the downside of length direction, its horizontal top is the sandwich flat board of close rib, and two are erected
Straight flange beam is the isometric square type beam in the both sides and horizontal top for being arranged in top plate along horizontal top length direction.The horizontal top
For by upper and lower panel and positioned at the frame-like structures that surround of longitudinal and transverse ribbed belt of arranged crosswise between the two, longitudinal and transverse ribbed belt point
Do not arranged along the length direction and width of upper and lower panel and the region between upper and lower panel be divided into some individual cavities,
Corresponding filling block is filled in individual cavities.The rectangle of insertion is provided with the cross rib band of the horizontal top along its length
Square hole, is provided with bar shaped square hole upwards, forms bottom insertion, the transverse concave groove of opening upwards.To improve the carrying of overlapping groove type plate
Steel bar stress in ability and rigidity, the overlapping vertical side bar of groove type plate uses deformed bar.To ensure overlapping groove type plate sheet-pile
The globality of group frame, in the circular hole for being provided at both ends with several lateral direction penetratings of overlapping groove type plate side bar, back portion is stretched out
There is connection reinforcing bar.Adopted to improve the reinforcing bar in the waterproofing and anti-leakage ability of plate, the horizontal top upper and lower panel of the overlapping groove type plate
Use welded reinforcement mesh sheet.Used to mitigate deadweight and improving the light filling block in heat insulating effect, the overlapping groove type plate
Light heat insulation material.It is mixed in heat bridge influence, the longitudinal and transverse ribbed belt of the overlapping groove type plate to reduce when flooring needs insulation
Solidifying soil uses structural thermal insulation lightweight aggregate concrete.During construction, the precast prestressed concrete is first overlapped into groove type plate lifting and is placed on frame
Penetrate reinforcing bar and slip casting in the both sides on trestle top, the horizontal circular hole then reserved on overlapping groove type plate side bar, then after pour framework
Post tenon pours overlapping layers with after, after the completion of construction, and the side bar in the overlapping groove type plate just becomes Vierendeel girder, while and framework
Post together form prefabricated PC concrete overlapping groove type plate sheet-pile composite frame structure.The utility model overlaps for pre-stress concrete
Groove type plate sheet-pile composite frame structure, its horizontal top overlapped in groove type plate uses the sandwich structural form of close rib, reduces
The consumption of concrete in horizontal top, reduces deadweight, and the width and height of itself are increased again, rigidity and bearing capacity is improved.Two
Bar side bar forms a kind of new overlapping groove type plate sheet-pile composite frame structure for being not required to cruciform bracing after being connected with frame column,
The construction cost of frame structure has been saved, meanwhile, there is piece in two pieces of frids, the also installation to required wallboard is provided after installing
It is greatly convenient.So the utility model alleviates deadweight on the premise of bearing capacity and globality and its security is ensured, save
Material, simplifies construction, reduces construction total cost, while can also insulation.
Brief description of the drawings:
Fig. 1 is schematic perspective view of the present utility model.Fig. 2 is the schematic perspective view that pre-stress concrete overlaps groove type plate.Fig. 3 is
Pre-stress concrete overlaps cross section view of the groove type plate along light filling block.
Embodiment
As Figure 1-3, groove type plate sheet-pile group frame knot is overlapped present embodiment discloses a kind of prefabricated PC concrete
Structure, it is frame column 1 and is supported on the precast prestressed concrete overlapping groove type plate 2 of framework capital both sides, and frame column tenon is poured after
The first 3 combo box support bodys being formed by connecting.The pre-stress concrete overlapping groove type plate 2 downside for horizontal top 21 and along its length
The groove profile prefabricated components of two side bars 22 formation of arrangement, its horizontal top 21 is the sandwich flat board of close rib, two vertical side bars 22
For the isometric square type beam in both sides and horizontal top that top plate is arranged in along horizontal top length direction.The horizontal top 21 is served as reasons
Top panel 211, lower panel 212 and the frame-type surrounded positioned at the longitudinal direction 213 of arranged crosswise between the two, cross rib band 214
Structure, longitudinal rib band 213, cross rib band 214 are arranged along top panel 211, the length direction of lower panel 212 and width respectively
Region between top panel 211, lower panel 212 is divided into some individual cavities, individual cavities and fills corresponding filling
Block 215.The rectangle square hole 2141 of insertion is provided with the cross rib band 214 of the horizontal top 21 along its length, is provided with upwards
Bar shaped square hole, forms bottom insertion, the transverse concave groove 216 of opening upwards.For improve overlapping groove type plate 2 bearing capacity and just
Degree, the steel bar stress of the overlapping vertical side bar 22 of groove type plate uses deformed bar.To ensure overlapping groove type plate sheet-pile group frame
Globality, be extended with the circular hole 221 for being provided at both ends with several lateral direction penetratings of overlapping groove type plate side bar 22, at the top of side bar
Connect reinforcing bar 222.To improve plate 211, lower panel above in the waterproofing and anti-leakage ability of plate, the overlapping groove type plate horizontal top
212 reinforcing bar uses welded reinforcement mesh sheet.To mitigate deadweight and improving the lightweight in heat insulating effect, the overlapping groove type plate
Filling block 215 uses light heat insulation material.When flooring needs insulation, to reduce heat bridge influence, the overlapping groove type plate longitudinal direction
Concrete in ribbed belt 213, cross rib 214, using structural thermal insulation lightweight aggregate concrete.During construction, first by the precast prestressed concrete
Overlapping groove type plate 2 lifts the both sides for being placed on the top of frame column 1, the horizontal circular hole then reserved on overlapping groove type plate side bar 22
Penetrate reinforcing bar and slip casting in 221, then after pour frame column tenon 3 and coincidence surface plate, after the completion of construction, in the overlapping groove type plate
Side bar 22 just becomes Vierendeel girder, while together form the overlapping groove type plate sheet-pile combination of prefabricated PC concrete with frame column 1
Frame structure.The present embodiment is that pre-stress concrete overlaps groove type plate sheet-pile composite frame structure, and it overlaps the level top in groove type plate
Plate is reduced the consumption of concrete in horizontal top, reduces deadweight, the width of itself is increased again using the sandwich structural form of close rib
Degree and height, improve rigidity and bearing capacity.Two side bars are formd after being connected with steel column a kind of new is not required to cruciform bracing
Frid sheet-pile composite frame structure, saved the construction cost of frame structure, meanwhile, there is piece after installing in two pieces of frids,
Also the installation to required wallboard provides very big convenient.So the present embodiment is ensureing bearing capacity and globality and its security
Under the premise of alleviate deadweight, save material, simplify construction, reduce construction total cost, while can also insulation.
Claims (6)
1. a kind of prefabricated PC concrete overlaps groove type plate sheet-pile composite frame structure, it is characterised in that：It is frame column and branch
Support the precast prestressed concrete in framework capital both sides and overlap groove type plate, the group frame that frame column tenon is formed by connecting is poured after
Body.
2. prefabricated PC concrete according to claim 1 overlaps groove type plate sheet-pile composite frame structure, it is characterised in that：
The groove profile that the pre-stress concrete overlapping groove type plate is horizontal top and two side bars of downside arrangement are formed along its length is pre-
Component processed, its horizontal top is the sandwich flat board of close rib, and two vertical side bars are to be arranged in top plate along horizontal top length direction
Both sides and the isometric square type beam of horizontal top.
3. prefabricated PC concrete according to claim 2 overlaps groove type plate sheet-pile composite frame structure, it is characterised in that：
Steel bar stress in the vertical side bar uses deformed bar, and the two ends of beam are each provided with the circular hole of several lateral direction penetratings,
Back portion is extended with connection reinforcing bar.
4. prefabricated PC concrete according to claim 2 overlaps groove type plate sheet-pile composite frame structure, it is characterised in that：
The horizontal top for by upper and lower panel and positioned at the frame-like structures that surround of longitudinal and transverse ribbed belt of arranged crosswise between the two,
If the region between upper and lower panel is divided into by longitudinal and transverse ribbed belt along length direction and the width arrangement of upper and lower panel respectively
Corresponding filling block is filled in dry individual cavities, individual cavities.
5. prefabricated PC concrete according to claim 4 overlaps groove type plate sheet-pile composite frame structure, it is characterised in that：
The rectangle square hole of insertion is provided with the cross rib band of the horizontal top along its length, bar shaped square hole is provided with upwards, bottom is formed
Portion's insertion, the transverse concave groove of opening upwards.
6. prefabricated PC concrete according to claim 4 overlaps groove type plate sheet-pile composite frame structure, it is characterised in that：
Reinforcing bar in the upper and lower panel is welded reinforcement mesh sheet, and the filling block uses light heat insulation material, the longitudinal and transverse ribbed belt
In concrete, when flooring need insulation when, using structural thermal insulation lightweight aggregate concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720102728.4U CN206591624U (en) | 2017-02-02 | 2017-02-02 | A kind of prefabricated PC concrete overlaps groove type plate sheet-pile composite frame structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720102728.4U CN206591624U (en) | 2017-02-02 | 2017-02-02 | A kind of prefabricated PC concrete overlaps groove type plate sheet-pile composite frame structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206591624U true CN206591624U (en) | 2017-10-27 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720102728.4U Expired - Fee Related CN206591624U (en) | 2017-02-02 | 2017-02-02 | A kind of prefabricated PC concrete overlaps groove type plate sheet-pile composite frame structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206591624U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106703179A (en) * | 2017-02-02 | 2017-05-24 | 湖南诚友绿色建材科技有限公司 | Assembly type prestress concrete superposed groove type plate and plate column combined frame structure |
-
2017
- 2017-02-02 CN CN201720102728.4U patent/CN206591624U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106703179A (en) * | 2017-02-02 | 2017-05-24 | 湖南诚友绿色建材科技有限公司 | Assembly type prestress concrete superposed groove type plate and plate column combined frame structure |
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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: 20171027 Termination date: 20200202 |