CN205934952U - Precast prestressed drum foundation forms - Google Patents
Precast prestressed drum foundation forms Download PDFInfo
- Publication number
- CN205934952U CN205934952U CN201620460744.6U CN201620460744U CN205934952U CN 205934952 U CN205934952 U CN 205934952U CN 201620460744 U CN201620460744 U CN 201620460744U CN 205934952 U CN205934952 U CN 205934952U
- Authority
- CN
- China
- Prior art keywords
- welded
- column
- template
- precast prestressed
- lower box
- 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
- Wind Motors (AREA)
Abstract
The utility model discloses a template of precast prestressed drum basis usefulness, it include adjustable basis, nowel roof beam, interior lamina membranacea, exterior sheathing, upper positioning column, down reference column, full post, attached column, go up support column, elevation regulation post, go up the bent cap, connecting plate, interior center support post, down truss group, cross -brace, go up truss group etc.. The utility model discloses near but factory produced wholly assembles on -the -spot, and the mould is conveniently shunk back, is demolishd, but reuse. The template bending resistance of this precast prestressed drum basis usefulness is strong, accords with the less characteristics of the great pressure of wind power generation tower moment of flexure, is applicable to the hinterland pan soil ground condition that construction period is tight, can avoid not enough in the pan soil area of traditional independent spread foundation, still can be used to the soft soil foundation condition simultaneously, and can avoid cast -in -place bucket foundation to handle processes such as groundwater. The utility model provides a template easy operation of precast prestressed drum basis usefulness, the construction is convenient, the time limit for a project is short, the precision is high, the mill's industrialization of being convenient for.
Description
Technical field
The utility model belongs to the basic technology field of wind-driven generator major diameter tower and in particular to one kind is for prefabricated
The template of prestressing force cylinder foundation.
Background technology
Currently for pan soil area blower foundation, typically adopt independent spread foundation and prestressing force pier foundation (P＆H basis)
Form.Preferably but bending resistance is poor for independent spread foundation Compressive Performance, and cost is of a relatively high.Prestressing force pier foundation (P＆H base
Plinth) power transmission directly, save concrete but many-side does not meet Chinese regulations, and bellows unit price is high, is cast in basis and causes
Great waste.
Utility model content
Utility model purpose：The utility model purpose be in order to overcome under hard soil foundation existing blower fan independence spread foundation and
The deficiency of prestressing force pier foundation, the purpose of this utility model is to provide a kind of template for precast prestressed cylinder foundation
(Prefabricated Pre-stressed Cylinder Foundation abbreviation PPC basis).The utility model can make
Obtain prestressing force cylinder foundation batch production prefabricated unit ring, more assembled using crab-bolt at the scene, can be with the construction at effectively save scene
Cycle.
Technical scheme：In order to realize object above, the technical scheme that the utility model is taken is：
A kind of precast prestressed cylinder foundation template, it is connected by abutted flange by two symmetrical half templates, it
Including adjustable basis, lower box beam, inner template, exterior sheathing, upper locating dowel, lower locating dowel, Quan Zhu, attached column, upper support column, absolute altitude
Adjustable column, upper bent cap, connecting plate, interior central support posts, lower truss group, cross-brace, upper truss group；
Described adjustable basis is connected with lower box beam by regulating bolt；Ribbed stiffener, rendezvous method are welded with lower box beam
Blue and under box out plate；
Described lower box beam is connected with inner template and exterior sheathing by hinge；Upper locating dowel, Quan Zhu, attached column pass through respectively
Locating dowel supporting plate, full column bracket plate, attached column supporting plate are welded on lower box beam；Lower locating dowel is welded in full post；Absolute altitude adjustable column
It is connected with lower box beam by dismountable flange；
Described lower truss group is welded with lower box beam, upper support column and full post welding, upper truss group and cross-brace all with
Upper support column welds, and upper truss group, lower truss group and cross-brace are welded with interior central support posts respectively；
Be welded with described upper bent cap ring ribbed stiffener, radial direction ribbed stiffener, on box out plate and upper cover plate, upper bent cap leads to
Cross connecting plate to be connected with absolute altitude adjustable column, upper cover plate is welded with locating dowel, the low groove of upper locating dowel can be with lower locating dowel
Upper tongue phase agree with；
Pvc pipe is installed inside precast prestressed cylinder foundation template, the in the hole of plate of boxing out under the insertion of pvc pipe lower end, PVC
The in the hole of plate of boxing out is inserted in pipe upper end；
Lower box beam plug housing is welded with lower box beam, the bottom of inner template and exterior sheathing is all welded with lower plug housing, under
Body beam plug housing and lower plug housing are connected by latch；
Bent cap plug housing is welded with upper bent cap, the top of inner template and exterior sheathing is all welded with plug housing, upper bent cap
Plug housing and upper plug housing are connected by latch；
The reserved in the hole of described upper bent cap is uniformly provided with to pour smashes mouth.
Preferably, above-described a kind of precast prestressed cylinder foundation template, the longitudinal section of full post is isosceles
Trapezoidal.
Preferably, above-described a kind of precast prestressed cylinder foundation template, the longitudinal section of attached column is right angle
Trapezoidal, attached column is provided with bolt connecting hole.
Preferably, above-described a kind of precast prestressed cylinder foundation template, in inner template and exterior sheathing all
It is provided with ring ribbed stiffener.
Preferably, above-described a kind of precast prestressed cylinder foundation template, it is convex that connecting plate is provided with screw thread
Bar, absolute altitude adjusts column top and is provided with groove, and the screw thread nose bar one end on connecting plate is inserted absolute altitude and adjusted in the groove of column top, mark
Screw thread nose bar end on connecting plate for the top adjustment nut driving.Absolute altitude is adjusted to be realized by screwing absolute altitude adjusting nut.
Preferably, above-described a kind of precast prestressed cylinder foundation template, pour smash mouth material be PVC,
Pour and smash mouthful bottom reserved in the hole in upper bent cap fixed by snap.
Compared to the prior art the precast prestressed cylinder foundation template that the utility model provides, has following beneficial effect
Really：
(1) reasonable in design, structural cost is low, can save and use material, low cost in a large number；
(2) detachable template can be assembled near wind field nearby easy for installation efficiently, scene no formwork pricks muscle, pouring concrete
Operation, has the advantage of short construction period in the winter time in the non-winter construction of construction and construction period anxiety；
(3) meet China's prestressed concrete specification related request, firmness is high, good endurance；
(4) it is applied to Soft Soil situation, underground water need not be processed；
Brief description
Fig. 1 is the utility model precast prestressed cylinder foundation template perspective view；
Fig. 2 is the utility model precast prestressed cylinder foundation template basis and bottom template arrangement schematic diagram；
Fig. 3 is outboard template arrangement schematic diagram in the utility model precast prestressed cylinder foundation template；
Fig. 4 is that the utility model precast prestressed cylinder foundation template upper mould arranges schematic diagram；
Fig. 5 is the generalized section in Fig. 4 along hatching line A-A direction；
Fig. 6 is the generalized section in Fig. 4 along hatching line B-B direction；
Fig. 7 is the generalized section in Fig. 4 along hatching line C-C direction；
Generalized section when Fig. 8 constructs for the utility model.
Specific embodiment
In conjunction with accompanying drawing, that the utility model will be further described is as follows:
Below in conjunction with the accompanying drawings the utility model is described in further detail.
As shown in Fig. 1～8, a kind of precast prestressed cylinder foundation template, it is right that it is passed through by two symmetrical half templates
Acting flange 7 connects, and it includes adjustable basic 3, lower box beam 5, inner template 15, exterior sheathing 16, upper locating dowel 19a, lower locating dowel
19b, full post 20, attached column 21, upper support column 22, absolute altitude adjustable column 23, upper bent cap 26, connecting plate 28, interior central support posts 32, under
Truss group 33, cross-brace 34, upper truss group 35.
Wherein, adjustable basic 3 are connected with lower box beam 5 by regulating bolt 4；Ribbed stiffener 6, right is welded with lower box beam 5
Acting flange 7 and under box out plate 8；Lower box beam 5 is connected with inner template 15 and exterior sheathing 16 by hinge 10；Upper locating dowel 19a,
Full post 20, attached column 21 are welded on lower box beam 5 by locating dowel supporting plate 12, full column bracket plate 13, attached column supporting plate 14 respectively；Lower fixed
Position post 19b is welded in full post 20；Absolute altitude adjustable column 23 is connected with lower box beam 5 by dismountable flange 9；Lower truss group 33 with
Lower box beam 5 is welded to connect, and upper support column 22 is welded to connect with full post 20, upper truss group 35 and cross-brace 34 and upper support column 22
It is welded to connect, upper truss group 35, lower truss group 33 and cross-brace 34 are welded to connect with interior central support posts 32 respectively；Upper bent cap
Be welded with 26 ring ribbed stiffener 25, radial direction ribbed stiffener 24, on box out plate 30 and upper cover plate 27, upper bent cap 26 passes through connecting plate 27
It is connected with absolute altitude adjustable column 23, upper cover plate 27 is welded with locating dowel 19a, the low groove of upper locating dowel 19a can be with lower positioning
The upper tongue phase of post 19b is agreed with.
Bolt hole on attached column 21, interior central support posts 32 and upper bent cap 26 is connected with forming；
Pvc pipe 38 is installed, the hole of plate 8 of boxing out under the insertion of pvc pipe 38 lower end inside precast prestressed cylinder foundation template
Interior, the in the hole of plate 30 that the insertion of pvc pipe 38 upper end is boxed out；
Lower box beam plug housing 11 is welded with lower box beam 5, the bottom of inner template 15 and exterior sheathing 16 is all welded with lower inserting
Key seat 17, lower box beam plug housing 11 and lower plug housing 17 are connected by latch 37；
Bent cap plug housing 29 is welded with upper bent cap 26, the top of inner template 15 and exterior sheathing 16 is all welded with plug housing
18, upper bent cap plug housing 29 and upper plug housing 18 are connected by latch 37；
The reserved in the hole of described upper bent cap 26 is uniformly provided with to pour smashes mouth 36.
More than, preferred embodiment only of the present utility model, but protection domain of the present utility model is not limited thereto, and appoints
What those familiar with the art in the technical scope that the utility model discloses, the change that can readily occur in or replace
Change, all should cover within protection domain of the present utility model.Therefore, protection domain of the present utility model should be with claim
The protection domain being defined is defined.
Claims (6)
1. a kind of precast prestressed cylinder foundation template, it passes through abutted flange (7) by two symmetrical half templates and connects, its
Be characterised by, it include adjustable basis (3), lower box beam (5), inner template (15), exterior sheathing (16), upper locating dowel (19a), under
Locating dowel (19b), full post (20), attached column (21), upper support column (22), absolute altitude adjustable column (23), upper bent cap (26), connecting plate
(28), interior central support posts (32), lower truss group (33), cross-brace (34), upper truss group (35)；
Described adjustable basis (3) is connected with lower box beam (5) by regulating bolt (4)；Lower box beam is welded with ribbed stiffener on (5)
(6), abutted flange (7) and under box out plate (8)；
Described lower box beam (5) is connected with inner template (15) and exterior sheathing (16) by hinge (10)；Upper locating dowel (19a),
Full post (20), attached column (21) are welded on lower box by locating dowel supporting plate (12), full column bracket plate (13), attached column supporting plate (14) respectively
On beam (5)；Lower locating dowel (19b) is welded in full post (20)；Absolute altitude adjustable column (23) passes through dismountable flange (9) and lower box
Beam (5) connects；
Described lower truss group (33) is welded with lower box beam (5), and upper support column (22) is welded with full post (20), upper truss group
(35) all weld with upper support column (22) with cross-brace (34), upper truss group (35), lower truss group (33) and cross-brace (34) point
Not with interior central support posts (32) welding；
Be welded with described upper bent cap (26) ring ribbed stiffener (25), radial direction ribbed stiffener (24), on box out plate (30) and upper lid
Plate (27), upper bent cap (26) is connected with absolute altitude adjustable column (23) by connecting plate (28), and upper cover plate is welded with positioning on (27)
Post (19a), the low groove of upper locating dowel (19a) can be agreed with the upper tongue phase of lower locating dowel (19b)；
Pvc pipe (38) is installed, plate (8) of boxing out under the insertion of pvc pipe (38) lower end inside precast prestressed cylinder foundation template
In the hole, the in the hole of plate (30) that the insertion of pvc pipe (38) upper end is boxed out；
Lower box beam plug housing (11) is welded with lower box beam (5), the bottom of inner template (15) and exterior sheathing (16) is all welded with
Lower plug housing (17), lower box beam plug housing (11) and lower plug housing (17) pass through latch (37) and connect；
Bent cap plug housing (29) is welded with upper bent cap (26), the top of inner template (15) and exterior sheathing (16) is all welded with inserts
Key seat (18), upper bent cap plug housing (29) and upper plug housing (18) pass through latch (37) and connect；
The reserved in the hole of described upper bent cap (26) is uniformly provided with to pour smashes mouth (36).
2. a kind of precast prestressed cylinder foundation template according to claim 1 it is characterised in that：The vertical of full post (20) cuts
Face is isosceles trapezoid.
3. a kind of precast prestressed cylinder foundation template according to claim 1 it is characterised in that：The vertical of attached column (21) cuts
Face is right-angled trapezium, and attached column (21) is provided with bolt connecting hole.
4. a kind of precast prestressed cylinder foundation template according to claim 1 it is characterised in that：Inner template (15) and outer
Template is equipped with ring ribbed stiffener on (16).
5. a kind of precast prestressed cylinder foundation template according to claim 1 it is characterised in that：Connecting plate sets on (28)
There is screw thread nose bar, absolute altitude adjustable column (23) top is provided with groove, the screw thread nose bar one end insertion absolute altitude on connecting plate (28) is adjusted
In the groove at post (23) top, absolute altitude adjusting nut (31) screws the screw thread nose bar end on connecting plate (28).
6. a kind of precast prestressed cylinder foundation template according to claim 1 it is characterised in that：Pour and smash mouth (36) bottom
Reserved in the hole in upper bent cap (26) fixed by snap.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620460744.6U CN205934952U (en) | 2016-05-19 | 2016-05-19 | Precast prestressed drum foundation forms |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620460744.6U CN205934952U (en) | 2016-05-19 | 2016-05-19 | Precast prestressed drum foundation forms |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205934952U true CN205934952U (en) | 2017-02-08 |
Family
ID=57934182
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620460744.6U Active CN205934952U (en) | 2016-05-19 | 2016-05-19 | Precast prestressed drum foundation forms |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205934952U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109424243A (en) * | 2017-09-01 | 2019-03-05 | 赵晓军 | Use the tower construction method of purlin |
-
2016
- 2016-05-19 CN CN201620460744.6U patent/CN205934952U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109424243A (en) * | 2017-09-01 | 2019-03-05 | 赵晓军 | Use the tower construction method of purlin |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105735112B (en) | Bolt connection-based rapid assembling precast rectangular concrete filled steel tube bridge pier | |
| CN104594372B (en) | A kind of blower fan pile pier basis and construction method thereof | |
| CN110055995B (en) | Offshore power generator foundation structure and construction method thereof | |
| CN105970993B (en) | The construction method of the underwater connection structure of prefabricated pile and prefabricated cushion cap | |
| CN107435338A (en) | Overhead transmission line concrete precast pipe pile cushion cap attachment means | |
| CN103225304A (en) | Marine foundation supporting structure and construction method thereof | |
| CN205857228U (en) | A kind of later stage adds the compound bucket foundation of auxiliary pile | |
| CN201411706Y (en) | Prestress anchor bolt prefabricated assembled cylinder blower base | |
| CN108824475A (en) | A kind of transmission line of electricity equilateral triangle cushion cap stake assembling type base | |
| CN205934952U (en) | Precast prestressed drum foundation forms | |
| CN205742249U (en) | A kind of prestressed concrete back cover cushion cap template | |
| CN207047885U (en) | A kind of externally pre-stressed concrete blower fan pylon hyollow foundation | |
| CN206319334U (en) | A kind of prefabricated stealthy T-shaped floor tubular streetlamp foundation | |
| CN209703418U (en) | Assembled flood-control wall | |
| CN207160565U (en) | Heat-insulation column mould | |
| CN206986918U (en) | A kind of asymmetric template for blower fan crab-bolt foundation grouting | |
| CN201221448Y (en) | Tridimensional adjustable combined type prestress anchor bolt | |
| CN207079809U (en) | A kind of assembled steel reinforced Concrete U Vierendeel girder and making mould and connection steelframe | |
| CN205976150U (en) | Side fascia installation node | |
| CN205975996U (en) | Thick liquid anchor lap joint structure and wall body | |
| CN104790533B (en) | Fabricated construction preformed hole starches anchor lapping construction method under a kind of low temperature environment | |
| CN204252560U (en) | Concrete construction weather protected machine | |
| CN212670466U (en) | Steel hoop supporting structure for assembled pile foundation wharf | |
| CN209874074U (en) | Porous inclined plane slip casting embedded pipe | |
| CN104343129B (en) | For manufacturing the reversion template of cast-in-situ prestressed concrete cylinder blower foundation |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20201022 Address after: No. 36 Yancheng City Funing 224400 Jiangsu province Xin Road Economic Development Zone Patentee after: JIANGSU JINHAI NEW ENERGY TECHNOLOGY Co.,Ltd. Patentee after: INNER MONGOLIA OF GIMHAE NEW ENERGY TECHNOLOGY Co.,Ltd. Patentee after: Jiangsu Jinhai new energy power generation Co., Ltd Address before: No. 36 Yancheng City Avenue GCL 224400 Funing County in Jiangsu Province Economic Development Zone Patentee before: JIANGSU JINHAI NEW ENERGY TECHNOLOGY Co.,Ltd. Patentee before: INNER MONGOLIA OF GIMHAE NEW ENERGY TECHNOLOGY Co.,Ltd. |