CN206768826U - Transition side becomes circle template - Google Patents
Transition side becomes circle template Download PDFInfo
- Publication number
- CN206768826U CN206768826U CN201720444770.4U CN201720444770U CN206768826U CN 206768826 U CN206768826 U CN 206768826U CN 201720444770 U CN201720444770 U CN 201720444770U CN 206768826 U CN206768826 U CN 206768826U
- Authority
- CN
- China
- Prior art keywords
- truss assembly
- bed die
- arc
- side mould
- assembly
- 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
Abstract
The utility model is applied to intake of hydropower station transition side and becomes circle template, including pre-buried supporting leg, support is connected to the truss assembly on pre-buried supporting leg, it is left positioned at truss assembly respectively, right side adjusts the left side mould that screw component connect and top corresponding with truss assembly is arc-shaped by multigroup support, top is the right side mould of arc-shaped, pass through bolt and left side mould respectively at the top of truss assembly, right side mould connection and the backform being connected by multigroup support regulation screw component with truss assembly, pass through bolt and left side mould positioned at truss assembly bottom respectively, right side mould connection simultaneously has the left bed die of arc-shaped frame by what multigroup support regulation screw component was connected with truss assembly, there is the right bed die of arc-shaped frame, it is left, there is opening between right bed die, it is left, right bed die is connected by tie rod fastening assembly with pre-buried anchor point respectively.The utility model efficiency of construction is high, and concrete forming quality is good.
Description
Technical field：
The utility model category Hydraulic and Hydro-Power Engineering technical field of buildings, more particularly to be that a kind of power station that is applied to intakes
Mouthful transition position concrete construction, the transition that the side of being particularly suitable for use in is rounded form are constructed, be also applicable to railway, highway and
The transition side of similar transition structural concrete lining construction becomes circle template in Hydraulic and Hydro-Power Engineering.
Background technology：
The positions such as hydraulic engineering water inlet, to be needed on attractive in appearance and structure stress, it is designed to grading structure.It is domestic current
Main the problem of adding the method formwork erection of full framing to construct, exist using plank sheathing, there is two, first, template use finishes dismounting
After can not reuse, mutually isostructural water inlet position is both needed to formwork erection again, causes human resources and goods and materials to waste, construction week
Phase is grown, and progress is slow, influences engineering construction progress and shaping structures quality；Second, plank sheathing is not easy to ensure concrete surface outward appearance matter
Amount.
Utility model content：
The purpose of this utility model is to solve problem above, there is provided a kind of efficiency of construction is high, and concrete morphoplasm is measured
Fang Bianyuan transition templates.
The purpose of this utility model is achieved like this：
The utility model transition side change circle template, including the truss that pre-buried supporting leg, support are connected on pre-buried supporting leg are total
Into, adjusted respectively positioned at truss assembly left and right side by multigroup support screw component it is corresponding with truss assembly connecting and on
Portion is the left side mould of arc-shaped, top is arc-shaped right side mould, at the top of truss assembly respectively by bolt and left side
Mould, the connection of right side mould and the backform being connected by multigroup support regulation screw component with truss assembly, it is located at truss assembly respectively
Being connected by bolt with left side mould, right side mould and adjusting screw component by multigroup support for bottom has with what truss assembly was connected
The left bed die of arc-shaped frame, the right bed die for having arc-shaped frame, there is opening between left and right bed die, left and right bed die passes through drawing respectively
Bar fastening assembly is connected with pre-buried anchor point, left and right bed die, left and right side form, and backform forms template system, and template system surrounds truss
Circumferentially arrange, lining cutting portion structure profile is formed after template assemblies.
Above-mentioned truss assembly bottom is door type frame, longitudinal direction is in loudspeaker extension, laterally in imitative capitate expansion, and upper and lower is in rank
Ladder arrangement, truss bottom are door type frame, and guarantee has reasonable headroom, and portal is bolted with pre-buried supporting leg, realizes power
Effective transmission.
Have in above-mentioned tie rod fastening assembly tie rod fastening clamp, mounted in tie rod fastening clamp on and with nut coordinate
Pre embedded bolt, fasten the neck having on clamp with the arcuate border clamping on left bed die or right bed die.
Pre-buried supporting leg can be embedded to underplate concrete in advance by section steel manufacture, as whole template bearing point；Support regulation silk
Bar assembly is as the connector between template system and truss assembly, and the telescopic adjustment that screw component is adjusted by supporting changes, band
Moving platen is moved radially, and making template, realization is torn open, formwork erection, and form surfacing and support system can be steel knot closer or far from truss
Structure, job site bulk-breaking assemble a formwork erection in place, and after concrete placement layer by layer, a form removal week goes to next identical transition
Pour position.
Concreting, when speed of perfusion is too fast, punching block will be by side force caused by concrete, in order to not make punching block
Moved under lateral forces to side, the anti-tension fastening assembly that inclines has been symmetrically installed at punching block both ends and side and has supported regulation
Screw component, so as to restrict side force.Detachable after pre embedded bolt lining cutting, molding structure face need to only be repaiied at pre embedded bolt
Mend, so as to ensure that transition lining quality to greatest extent.
The utility model has advantages below：
1) template can once mounting in place, can meet concrete fast pouring construct；
2) template is simple, convenient with form removal in place, safe, can be used repeatedly；
3) template is supported using mechanical lead screw, is prevented template and is run the risk that modular belt is come, and operates flexible；
4）Template truss bottom space is big, can meet that bottom is passed through construction requirement to greatest extent；
5）Template system globality is strong, rigidity is big, stable and firm；Simple in construction, stress pipeline is clear and definite.
6）Template surface is smooth, smooth, curvilinear surface transitions smooth, attractive in appearance；
7）It can be used for different size transition region of tunnel construction of concrete lining.
Brief description of the drawings：
Fig. 1 is that transition side becomes circle template sectional schematic diagram.
Fig. 2 is Fig. 1 left view schematic diagram.
Fig. 3 is tie rod fastening assembly structural representation.
Fig. 4 is pre-buried supporting leg arrangement schematic diagram.
Embodiment：
Referring to Fig. 1~Fig. 4, the present embodiment transition side becomes circle template, including pre-buried supporting leg 1, support are connected to pre-buried branch
Truss assembly 2 on leg, multigroup support that pass through respectively positioned at truss assembly left and right side adjust screw component 3 and truss assembly
Right side mould 5 that correspond to connection and that top is the left side mould 4 of arc-shaped, top is arc-shaped, point at the top of truss assembly
The backform for not being connected with left side mould, right side mould by bolt and being connected by multigroup support regulation screw component 3 with truss assembly
6th, it is located at being connected by bolt with left side mould, right side mould and screw component and purlin being adjusted by multigroup support for truss bottom respectively
The connection of frame assembly has the left bed die 7 of arc-shaped frame, has the right bed die 8 of arc-shaped frame.There is triangle to open between left and right bed die
Mouth 9.Left and right bed die is connected by tie rod fastening assembly 10 and pre-buried point respectively.
Referring to Fig. 1, truss assembly 2 is made up of door type frame and cross bar, diagonal brace etc., and longitudinal direction is in loudspeaker extension, laterally in imitative hammer
Shape is deployed, upper and lower to be ladder-like arranged, and after truss assembly 2 is connected with pre-buried supporting leg 1, forms a monolithic stability girder system.
Support regulation silk component 3 is mainly fixed structure using steel pipe and screw mandrel, nut composition, screw mandrel one end, and other end design survives
Dynamic angle, is connected by pivot pin with template and girder system.
Referring to Fig. 3, have in tie rod fastening assembly tie rod fastening clamp 10-1, on tie rod fastening clamp and with six
The pre embedded bolt 10-3 that angle high nut 10-2 coordinates.Have and the arcuate border on left bed die or right bed die on tie rod fastening clamp
The neck 10-4 of clamping.Pre embedded bolt 10-3 fastens clamp 10-1 with tie rod respectively by thick hex nut 10-2 and tie rod
With pre-buried point connection.
The embedded of pre-buried supporting leg arrangement is carried out by pre-buried supporting leg layout drawing 4, during lining cutting, left and right bed die, left and right side form,
Backform by supporting regulation screw component to be supported on truss assembly, while left and right bed die by draw outside tie rod fastening assembly in
On pre-buried anchor point.The power transmission of truss assembly is on pre-buried supporting leg, so as to realize that whole system is stable.After the completion of lining cutting, drawing is first torn open
Bar fastening assembly, then tear support regulation screw mandrel open again, first tear backform open, then tear left and right side form open, finally tear left and right bed die open, template is torn open
After complete, girder system is torn open toward being located in from high.After all having torn open, it can remove and be hoisted to next identical hole formwork erection lining cutting.
The utility model is to be rounded grading structure lining cutting for side to provide a kind of new template form, realizes transition structure construction
Live bulk-breaking assembles a formwork erection in place, and after concrete placement layer by layer, a form removal week goes to next identical transition and pours portion
Position, efficiency of construction is high, and concrete forming quality is good.The utility model ensures that assembling splicing seams are tight, the extension of truss longitudinal direction flare,
Laterally deploy in spindle, be ladder-like arranged up and down, transition side becomes circle template using fixed, tie rod fastening assembly and branch
Support regulation screw component coordinates realization is outer to draw inner support, and chassis resistance to overturning and rigidity are high, and each part is convenient to disassembly, can weigh
It is multiple to utilize, so as to accelerating construction progress, ensure presentation quality, reduce gross investment, carried for engineering transition rapid concrete construction
New template form is supplied.
Above-described embodiment is that the above of the present utility model is described further, but this should not be interpreted as into this practicality
The scope of new above-mentioned theme is only limitted to above-described embodiment.It is all that the utility model is belonged to based on the technology that the above is realized
Protection domain.
Claims (3)
1. transition side becomes circle template, it is characterised in that including pre-buried supporting leg, support be connected to truss assembly on pre-buried supporting leg,
Adjusting screw component connect and top corresponding with truss assembly by multigroup support positioned at truss assembly left and right side respectively is
The left side mould of arc-shaped, the right side mould that top is arc-shaped, pass through bolt and left side mould, the right side respectively at the top of truss assembly
Side form connects and supports the backform for adjusting screw component and being connected with truss assembly, respectively positioned at truss assembly bottom by multigroup
Being connected by bolt with left side mould, right side mould and adjusting screw component by multigroup support has arc-shaped with what truss assembly was connected
The left bed die of frame, the right bed die for having arc-shaped frame, there is opening between left and right bed die, left and right bed die is fastened by tie rod respectively
Component is connected with pre-buried anchor point.
2. transition side according to claim 1 becomes circle template, it is characterised in that truss assembly bottom is door type frame, longitudinal direction
Extend in loudspeaker, laterally deploy in imitative capitate, it is upper and lower to be ladder-like arranged.
3. transition side according to claim 1 or 2 becomes circle template, it is characterised in that has tie rod tight in tie rod fastening assembly
Gu clamp, mounted in tie rod fastening clamp on and with nut coordinate pre embedded bolt, fasten clamp on have and left bed die or right bottom
The neck of arcuate border clamping on mould.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720444770.4U CN206768826U (en) | 2017-04-26 | 2017-04-26 | Transition side becomes circle template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720444770.4U CN206768826U (en) | 2017-04-26 | 2017-04-26 | Transition side becomes circle template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206768826U true CN206768826U (en) | 2017-12-19 |
Family
ID=60635731
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720444770.4U Active CN206768826U (en) | 2017-04-26 | 2017-04-26 | Transition side becomes circle template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206768826U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107059873A (en) * | 2017-04-26 | 2017-08-18 | 中国葛洲坝集团第二工程有限公司 | Transition side becomes circle template and construction method |
-
2017
- 2017-04-26 CN CN201720444770.4U patent/CN206768826U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107059873A (en) * | 2017-04-26 | 2017-08-18 | 中国葛洲坝集团第二工程有限公司 | Transition side becomes circle template and construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN109577534A (en) | Tool-based hanging die assembly type composite floor slab and construction method | |
| CN101298839B (en) | Tunnel concrete lining formwork apparatus | |
| CN101117791A (en) | Abnormal shape steel case and orthotropic plate bottom formwork combined type moving die carrier framework and construction method thereof | |
| CN206337819U (en) | A kind of bracing means of concrete structure templates for expansion joints | |
| CN109184189A (en) | A kind of diameter Silo conical shell silo roof construction method | |
| CN106988229A (en) | A kind of hybrid structure of arch and beam continuous rigid frame bridge button hangs branch convolution constructing device and method | |
| CN206768826U (en) | Transition side becomes circle template | |
| CN206468008U (en) | Outer wall of basement one side formwork support system | |
| CN108755439B (en) | Universal telescopic support frame suitable for V-shaped bridge pier and installation method | |
| CN207813019U (en) | A kind of UHPC non-dismantling formworks of casting concrete column | |
| CN106930458A (en) | Assembling type steel structure floor and its construction method | |
| CN207863256U (en) | A kind of close spelling precast floor slab connection structure with tongue and groove | |
| CN206607724U (en) | A kind of assembling type steel structure Side fascia subiculum upper hanging type attachment structure | |
| CN201228554Y (en) | Tunnel concrete lining formwork apparatus | |
| CN107558351A (en) | Abdomen bag bottom is trapezoidal（Waveform）Steel plate combination box beam and its construction method | |
| CN104452601B (en) | Bridge floor tapping pipe bush mould and using method | |
| CN110409320A (en) | A kind of the concrete cast-in-situ bracket and its construction method of adjustable slope | |
| CN103195079B (en) | Installing type template, installing type template group and complete installing type plate device | |
| CN204356658U (en) | Bridge floor tapping pipe bush mould | |
| CN211714006U (en) | Basement water-resistant plate and tower crane one-step forming foundation structure | |
| CN208379893U (en) | A kind of concrete prefabricated element for building | |
| CN207513167U (en) | The template system of the convex template component of arcuate building, concave template component and its composition | |
| CN208633518U (en) | Prestressed concrete laminated floor slab hangs mould pouring construction structure | |
| CN207079809U (en) | A kind of assembled steel reinforced Concrete U Vierendeel girder and making mould and connection steelframe | |
| CN206722170U (en) | assembling type steel structure floor |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |