CN206917404U - Enclosure of concrete - Google Patents
Enclosure of concrete Download PDFInfo
- Publication number
- CN206917404U CN206917404U CN201720795759.2U CN201720795759U CN206917404U CN 206917404 U CN206917404 U CN 206917404U CN 201720795759 U CN201720795759 U CN 201720795759U CN 206917404 U CN206917404 U CN 206917404U
- Authority
- CN
- China
- Prior art keywords
- column
- grade beam
- pedestal
- enclosure
- stationary positioned
- 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.)
- Active
Links
Landscapes
- Piles And Underground Anchors (AREA)
Abstract
The utility model discloses a kind of enclosure of concrete, including grade beam, it is embedded in the column for being used to support the pedestal of grade beam and be fixed on above grade beam below grade beam, enclosing structure is provided between the column, the pedestal upper surface and/or the lower surface of column are provided with groove, the grade beam is installed in groove, and the upper end of the pedestal and the lower end of column interfix.The grade beam and column of enclosure of concrete described in the utility model are hollow-core construction, are produced using centrifuging process, while proof strength, save ample resources, alleviate member dead weight, and cost is constructed in reduction；Grade beam and column are prestressed component, centrifugation steam curing process production, have high, corrosion-resistant, the easily assembled performance of intensity, have a wide range of application；Enclosure wall is Automatic manual transmission formula structure, simple and quick construction, saves labor cost, and pedestal and column are directly connected to fix, and realizes the linearly connected between cage bar, bonding strength height.
Description
Technical field
It the utility model is related to a kind of enclosure of concrete.
Background technology
After traditional enclosure wall is masonry walls or live formwork concreting, levelling facing, construction period length are painted；In recent years
Carrying out concrete earthen wall and obtain a certain degree of application, existing concrete enclosure wall own wt is big, and construction labor intensity is high, and
Function is single, it is impossible to meets that country saves resource, the requirement of the industrial policy of Green Development.And existing walled various pieces are only
It is bonded by concrete or glue, connection effect is not good enough, or needs to set extra attachment structure to be attached in grade beam,
Required precision is too high so that the complex manufacturing technology of concrete prefabricated element, is unfavorable for improving efficiency, reduces cost.
Utility model content
The utility model is directed to the proposition of problem above, a kind of and enclosure of concrete of research and design.The utility model uses
Technological means it is as follows：
A kind of enclosure of concrete, including grade beam, be embedded in below grade beam and be used to support the pedestal of grade beam and be fixed on grade beam
The column of top, is provided with enclosing structure between the column, and the lower surface of the pedestal upper surface and/or column is provided with recessed
Groove, the grade beam are installed in groove, and the upper end of the pedestal and the lower end of column interfix.
Further, the column and grade beam are hollow prestress component.
Further, connected between the pedestal and column by grafting joint, the grafting joint includes stationary positioned
Set I and stationary positioned set II, one in stationary positioned set I and stationary positioned set II is connected with the cage bar of pedestal, another
It is individual to be connected with the cage bar of column, plug connector is provided with the stationary positioned set I, holding firmware is provided with the stationary positioned set II,
The plug connector can insert stationary positioned set II and is fixed on by the way that holding firmware is spacing in stationary positioned set II.
Further, the plug connector is latch, and the latch includes spinning base and is fixed on the pin to spin on base
Head, the base that spins are threadedly secured in stationary positioned set I, and the plunger includes plunger body and the setting of truncated cone-shaped
In the termination of plunger body bigger diameter end, the miner diameter end of the plunger body, which is fixed on, to spin on base, and the holding firmware includes cone
Set and the hyoid tooth of more than three, the tapered sleeve are threadedly secured in stationary positioned set II, and the hyoid tooth of described more than three is spelled
The cutting ferrule of taper barrel is connected in, elastic component is provided between the end of the hyoid tooth and stationary positioned set I, the plunger can pass through cone
Set and cutting ferrule, and cutting ferrule can under the screen resilience of elastic component enter plunger is limited in tapered sleeve between plunger and tapered sleeve, it is described
The diameter of termination and plunger body junction is more than the diameter of plunger body bigger diameter end, and is provided between termination and plunger body
Cross inclined-plane.
Further, connected between adjacent ground beam end also by grafting joint.
Further, the pedestal includes the heavy in section section of top and bottom and the small bore section at middle part, the small bore
Intermediate incline section is provided between section and heavy in section section.
Further, the top of the column is provided with illuminating lamp.
Further, the enclosing structure is coaming plate or fence, and the coaming plate is fiber concrete coaming plate, and the fence is
Pass-through type or half pass-through type iron skill railing.
Compared with the prior art, enclosure of concrete described in the utility model has advantages below：
1st, grade beam and column are hollow-core construction, are produced using centrifuging process, while ensureing component strength, are saved a large amount of
Resource, while member dead weight is alleviated, the requirement of bottom surface bearing capacity is reduced, cost is constructed in reduction, is repeated and is utilized, anticorrosive
Strong with freezing-thawing resistance, service life length, smooth in appearance need not be levelling before modification, improves efficiency of construction；
2nd, grade beam and column are prestressed component, the production of centrifugal forming maintaining process, concrete strength up to C60 with
On, there is the performances such as high, corrosion-resistant, the easy construction of good bending resistance shearing resistance, intensity；
3rd, enclosure wall is fabricated construction, and simple and quick construction, construction quality is guaranteed, saves a large amount of labor costs, dimension
It is low to protect maintenance cost, damaged member need to only be changed by such as meeting damage, and gap is provided between grade beam as expansion joint, is adapted to not
With the temperature change in season；
4th, grade beam is fixed by the structure of pedestal in itself, without setting the extra connection knots such as through hole in grade beam
Structure, effectively simplify manufacture craft, improve operating efficiency, and pedestal and column are directly connected to fix, and realize the line between cage bar
Property connection, bonding strength is high；
5th, prefabricated components are reusable, and the component after dismounting is readily transported, and can be formed by disassembling operations new
Enclosure wall, it is environment-friendly, it is easy to construct.
Brief description of the drawings
Fig. 1 is the structural representation of the utility model embodiment one.
Fig. 2 is the structural representation of the column described in the utility model embodiment one.
Fig. 3 is Fig. 2 top view.
Fig. 4 is Fig. 2 upward view.
Fig. 5 is the structural representation of the grade beam described in the utility model embodiment.
Fig. 6 is the end view of the grade beam described in the utility model embodiment.
Fig. 7 is the structural representation of the pedestal described in the utility model embodiment one.
Fig. 8 is Fig. 7 side view.
Fig. 9 is Fig. 7 top view.
Figure 10 is the structural representation of the grafting joint described in the utility model embodiment.
Figure 11 is the structural representation of the utility model embodiment two.
Figure 12 is the structural representation of the column described in the utility model embodiment two.
Figure 13 is Figure 12 side view.
Figure 14 is the structural representation of the pedestal described in the utility model embodiment two.
Figure 15 is Figure 14 side view.
Figure 16 is the structural representation of the utility model embodiment three.
Figure 17 is the structural representation of the column described in the utility model embodiment three.
Figure 18 is Figure 17 side view.
Figure 19 is the structural representation of the pedestal described in the utility model embodiment three.
Figure 20 is Figure 19 side view.
Embodiment
Embodiment one
As shown in Figures 1 to 10, a kind of enclosure of concrete, including grade beam 1, be embedded in the lower section of grade beam 1 and be used to support grade beam 1
Pedestal 2 and be fixed on the column 3 of the top of grade beam 1, be provided with enclosing structure between the column 3, set on the upper surface of pedestal 2
Fluted 21, the side of the upper end of pedestal 2 is formed concave structure, the upper end of the pedestal 2 and the lower end of column 3 are mutually solid
It is fixed, by groove surround with grade beam shape corresponding to mounting hole, the groove 21 can be the groove through two sides of pedestal,
A groove can be respectively set two sides, two grooves of both sides do not connect, the end of the corresponding grade beam 1 of each groove,
The present embodiment is illustrated in the form of groove, and the grade beam 1 is arranged in groove 21.Then grade beam 1 is limited in the He of groove 21
In the mounting hole that column 3 surrounds, the fixation to grade beam 1 is realized, can be by phase without setting extra fixed structure to grade beam 1
The end of adjacent two grade beams 1 is arranged in groove 21, is realized being connected to adjacent grade beam 1, can also be existed as needed
The middle part of grade beam 1 sets pedestal 2 and column 3.
The column and grade beam are hollow prestress component, by the technique productions such as pre-tensioning system, centrifugation and maintenance, component
Outward appearance is in square-outside and round-inside, saves resource, repeats and utilizes, and anticorrosive and freezing-thawing resistance is strong, service life length, outer sightseeing
It is sliding, need not be levelling before modification, improve efficiency of construction.In the present embodiment, the inside of pedestal 2 and column 3 is in four corners
Place is provided with cage bar, and the cage bar position of pedestal 2 and column 3 is corresponding, and grafting joint easy to use is attached.Grade beam 1 is then upper
Portion and bottom respectively set three cage bars, and the cage bar end of grade beam 1 can set stationary positioned set, the connection for adjacent grade beam.
As shown in Figure 10, connected between the pedestal 2 and column 3 by grafting joint 4, the grafting joint 4 includes solid
Determine positioning sleeve I 41 and stationary positioned set II 42, the stationary positioned set I 41 and stationary positioned cover one and pedestal 2 in II 42
Cage bar connection, another be connected with the cage bar of column 3, and stationary positioned set I 41 is interior to be provided with plug connector 44, and the fixation is determined
Holding firmware 43 is provided with position set II 42, the plug connector 44 can insert stationary positioned set II 42 and by 43 spacing fixation of holding firmware
In in stationary positioned set II 42.The plug connector 44 is latch, and the latch 44 includes spinning base 45 and is fixed on the bottom that spins
Plunger 46 on seat 45, the base 45 that spins are threadedly secured in stationary positioned set I 41, and the plunger 46 includes round platform
The plunger body of shape and the termination for being arranged on plunger body bigger diameter end, the miner diameter end of the plunger body are fixed on the base 45 that spins
On, the holding firmware 43 includes tapered sleeve 47 and the hyoid tooth 48 of more than three, and the tapered sleeve 47 is threadedly secured to stationary positioned
Cover in II 42, the hyoid tooth 48 of described more than three is spliced into the cutting ferrule of taper barrel, the end of the hyoid tooth 48 and stationary positioned
Elastic component 49 is provided between covering I 41, the plunger 46 can pass through tapered sleeve 47 and cutting ferrule, and cutting ferrule can be in the screen resilience of elastic component 49
It is lower that plunger 46 is limited in tapered sleeve 47 between plunger 46 and tapered sleeve 47, the diameter of the termination and plunger body junction
More than the diameter of plunger body bigger diameter end, and intermediate incline is provided between termination and plunger body.The grafting joint can be with
For patent【2015204447851】Disclosed precast concrete pile snap joint,【2015207122349】Disclosed mechanical splice
Joint,【2015206485006】It is disclosed it is inserted connection mechanical splice and【2016200084213】Disclosed precast concrete structure
Part grafting joint.In order to meet bonding strength, modified epoxy can also be smeared at connecting end surface and in stationary positioned set
Or the material such as high performance JQ501 precast concrete piles pile extension glue is bonded, while also function to the effect of sealing corrosion proof.
The installation that the rectangular cross-section of the grade beam 1, the upper end of the pedestal 2 and the lower end of column 3 surround groove 21
Hole is also rectangle.Reserving gaps between the adjacent end of grade beam 1, as expansion joint.The pedestal 2 includes the big of top and bottom
Section 22 and the small bore section 23 at middle part, intermediate incline section 24 is provided between the small bore section 23 and heavy in section section 22, greatly
The setting of section 22, the bearing capacity of pedestal 2 is increased, meanwhile, the design of reducing increases the stake soil between pedestal 2 and soil
Coefficient of friction, earth bearing strength is improved, and then strengthen the steadiness of enclosure wall.The top of the column 3 is provided with illuminating lamp 31, the column
The photovoltaic panel being connected with the illuminating lamp 31 can also be set on 2, and photovoltaic panel utilizes storage of solar energy to be in the daytime used for night
Illumination uses, and saves electric energy, is really merged into green among concrete structures；Due to being provided with seam between grade beam 1
Gap, the gap connect column 3 and the inner space of grade beam 1, can be used for connecting up for illuminating lamp 31, and photovoltaic is used so removing
Outside, illuminating lamp can also connect power supply.The enclosing structure is coaming plate or fence, and the coaming plate is fiber concrete coaming plate, institute
It is pass-through type or half pass-through type iron skill railing (being not drawn into figure) to state fence.
The working procedure of the present embodiment is as follows：
1st, tamped again by design requirement excavation pit, hole bottom compacting placing sand, placed pedestal 2, then backfilled；
2nd, grade beam is laid into the groove 21 of the upper end of pedestal 2, the end of adjacent grade beam is put into groove 21；
3rd, plug connector 44 and holding firmware 43 are installed into the stationary positioned of pedestal 2 and the end of column 3 set, it is right slings column 3
Grafting joint 4 carries out grafting, completes the fixed installation of column 3 and pedestal 2；
4th, carry out column 3 between enclosing structure installation, install illuminating lamp 31, if photovoltaic panel, install in the lump.
Embodiment two
As shown in Figure 11 to Figure 15, the present embodiment and the difference of embodiment one are, the lower surface of the column 3 is provided with
Groove 21, groove is not set on the upper surface of pedestal 2.The other structures of the present embodiment are identical with embodiment one.
Embodiment three
As shown in Figure 16 to Figure 20, the present embodiment and the difference of embodiment one are, the lower surface of the column and pedestal
Upper surface on be all provided with fluted 21, upper and lower two groove locations and specification are corresponding, and docking turns into the installation for being used for installing grade beam
Hole.The other structures of the present embodiment are identical with embodiment one.
Embodiment described above is only that the preferred embodiment of the present invention is described, not to the model of the present invention
Enclose and be defined, on the premise of design spirit of the present invention is not departed from, technical side of the those of ordinary skill in the art to the present invention
The various modifications and improvement that case is made, it all should fall into the protection domain of claims of the present invention determination.
Claims (7)
1. a kind of enclosure of concrete, including grade beam, it is embedded in below grade beam and is used to support the pedestal of grade beam and is fixed on grade beam
The column of side, enclosing structure is provided between the column, it is characterised in that：The pedestal upper surface and/or the lower surface of column
Groove is provided with, the grade beam is installed in groove, and the upper end of the pedestal and the lower end of column interfix.
2. enclosure of concrete according to claim 1, it is characterised in that：The column and grade beam are hollow prestress structure
Part.
3. enclosure of concrete according to claim 2, it is characterised in that：Pass through grafting joint between the pedestal and column
Connection, the grafting joint include stationary positioned set I and stationary positioned set II, the stationary positioned set I and stationary positioned set II
In one be connected with the cage bar of pedestal, another is connected with the cage bar of column, and plug connector is provided with stationary positioned set I,
Holding firmware is provided with the stationary positioned set II, the plug connector can insert stationary positioned set II and by the spacing fixation of holding firmware
In in stationary positioned set II.
4. enclosure of concrete according to claim 3, it is characterised in that：The plug connector is latch, and the latch includes
Spin and base and be fixed on the plunger to spin on base, the base that spins is threadedly secured in stationary positioned set I, described
Plunger includes the plunger body of truncated cone-shaped and is arranged on the termination of plunger body bigger diameter end, and the miner diameter end of the plunger body is fixed
Spinning on base, the holding firmware includes tapered sleeve and the hyoid tooth of more than three, and the tapered sleeve is threadedly secured to fixed fixed
In position set II, the hyoid tooth of described more than three is spliced into the cutting ferrule of taper barrel, end and the stationary positioned of the hyoid tooth cover I it
Between be provided with elastic component, the plunger can pass through tapered sleeve and cutting ferrule, and cutting ferrule can enter plunger and cone under the screen resilience of elastic component
Plunger is limited in tapered sleeve between set, the diameter of the termination and plunger body junction is more than the straight of plunger body bigger diameter end
Footpath, and intermediate incline is provided between termination and plunger body.
5. enclosure of concrete according to claim 1, it is characterised in that：The pedestal includes the heavy in section of top and bottom
Section and the small bore section at middle part, are provided with intermediate incline section between the small bore section and heavy in section section.
6. enclosure of concrete as claimed in any of claims 1 to 5, it is characterised in that：The top of the column is set
There is illuminating lamp.
7. enclosure of concrete according to claim 6, it is characterised in that：The enclosing structure is coaming plate or fence, described
Coaming plate is fiber concrete coaming plate, and the fence is pass-through type or half pass-through type iron skill railing.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720795759.2U CN206917404U (en) | 2017-07-03 | 2017-07-03 | Enclosure of concrete |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720795759.2U CN206917404U (en) | 2017-07-03 | 2017-07-03 | Enclosure of concrete |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206917404U true CN206917404U (en) | 2018-01-23 |
Family
ID=61335643
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720795759.2U Active CN206917404U (en) | 2017-07-03 | 2017-07-03 | Enclosure of concrete |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206917404U (en) |
-
2017
- 2017-07-03 CN CN201720795759.2U patent/CN206917404U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| KR101143310B1 (en) | Precast concrete segments for constructing bridge piers with elongated round holes surrounding reinforcing bars and the method using the same | |
| CN204960038U (en) | Precast concrete shear wall structure | |
| CN108412128A (en) | A kind of connection structure of steel core concrete column | |
| CN215367377U (en) | Fully-assembled wind generating set foundation and wind generating set | |
| JP2006299631A (en) | Tower structure having non-uniform cross section, constructed by precast construction method | |
| CN207033059U (en) | A kind of concrete earthen wall | |
| CN201288328Y (en) | Beam-plate integrated prefabricated split mounting type tower crane fixed foundation | |
| CN102720207A (en) | Tower foundation and tower of wind-driven generator | |
| CN113338451A (en) | Assembly type structure adaptive to deformed steel pipe column and construction method thereof | |
| CN204112525U (en) | Band perps precast shear wall structure in strong concrete precast frame | |
| CN106958259A (en) | A kind of concrete towers column foundation and its construction method | |
| CN206917404U (en) | Enclosure of concrete | |
| CN206053079U (en) | A kind of Fabricated Beam-Slab integrated combination superstructure | |
| CN104948202B (en) | The rapid-result assembled prefabricated components of a kind of tunnel mid-board | |
| CN106978816B (en) | A kind of Integral tower post case type computer room basis and its construction method and signal of communication tower | |
| CN210216498U (en) | Prefabricated L-shaped road retaining wall structure | |
| CN205445125U (en) | Execute i -shaped assembled enclosure fast | |
| CN212926451U (en) | Column base connecting assembly, prefabricated column and prefabricated column connecting structure | |
| CN208965391U (en) | A kind of latching mechanism of steel plate combination beam and support | |
| CN209686448U (en) | A kind of prefabricated assembled pipe gallery of sheet hydrant and its piping lane unit | |
| CN214994867U (en) | Assembled light wall structure | |
| CN202450838U (en) | Assembling type iron tower base station | |
| CN111779032A (en) | Assembled combined octagonal cable well and construction method thereof | |
| CN205976361U (en) | Prefabricated type elevartor shaft | |
| CN205875907U (en) | Precast concrete enclosure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20191028 Address after: Tongxing road 528400 Guangdong city of Zhongshan Province Dongsheng Town, No. 30 Patentee after: GUANGDONG SANHE PILES CO., LTD. Address before: 434000 Jingzhou city of Hubei province Shashi Town Village two groups Cen Chen No. 370 Patentee before: Yuan Xuefeng |
|
| TR01 | Transfer of patent right |