CN206680883U - A kind of prefabricated case beam template - Google Patents
A kind of prefabricated case beam template Download PDFInfo
- Publication number
- CN206680883U CN206680883U CN201720440859.3U CN201720440859U CN206680883U CN 206680883 U CN206680883 U CN 206680883U CN 201720440859 U CN201720440859 U CN 201720440859U CN 206680883 U CN206680883 U CN 206680883U
- Authority
- CN
- China
- Prior art keywords
- template
- adjusting screw
- prefabricated case
- case beam
- 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.)
- Expired - Fee Related
Links
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model discloses a kind of prefabricated case beam template.It includes prefabricated case beam Schaltisch seat (1), box beam side form (6) and internal model (7), it is characterised in that：Box girder formwork pedestal (1) side is provided with absolute altitude regulation band (2)；Template back arris (5) is provided with the outside of the box beam side form (6), the first adjusting screw (3) and the second adjusting screw (4) are provided with the outside of the box beam side form (6), one end of first adjusting screw (3) is connected with the top of template back arris (5), its other end connects on the ground, one end of second adjusting screw (4) is connected with the bottom of template back arris (5), and its other end connects on the ground.The utility model is particularly suitable for the prefabricated of curved section box beam concrete, and the solid appearance camber line of shaping is graceful, and avoids each horizontal slope difference from being adjusted by chock wedge, reduces human error.
Description
Technical field
A kind of prefabricated case beam template is the utility model is related to, belongs to prefabricated box -beam technical field.
Background technology
Box beam, it is one kind of science of bridge building central sill, inside is hollow shape, and there is the edge of a wing top both sides, similar chest, thus
Name.Its species is divided into single case, more casees etc., and In Reinforced Concrete Box Girder is as one of important feature in science of bridge building, according to coagulation
Soil pours mode and is divided into prefabricated case beam and cast-in-situ box girder, and wherein cast-in-situ box girder refers to directly pour box beam on construction ground；It is prefabricated
Box beam refers to carry out in advance in independent place prefabricated, is lifted afterwards after the completion of bridge substructure.Because prefabricated case beam
Cross jamming of constructing can be effectively avoided, greatly improves project progress, saves the duration, therefore, prefabricated case beam is used widely.
Growing with urban road, the needs of designing of city road taste, easement curve bridge is in urban road
Middle accounting weight increases increasingly.Because easement curve is a continually changing curve of curvature, each bridge pier of bridge in easement curve section
Both it is not parallel, also it is not directed to the same center of circle；Each plate length in each hole of assembled slab bridge differs in easement curve section, relaxes bent
The prefabricated correctness of line segment inner panel length, horizontal slope, longitudinal slope, it is the key link of relation construction quality.
Therefore, it is significant to " the prefabricated control of easement curve bridge beam slab " construction technology research.
The content of the invention
To solve the above problems, the utility model provide it is a kind of be particularly suitable for curved section box beam concrete it is prefabricated, shaping
The graceful prefabricated case beam template of solid appearance camber line.
The technical solution adopted in the utility model is：A kind of prefabricated case beam template, including prefabricated case beam Schaltisch seat, box beam
Side form and internal model, it is characterised in that：The box girder formwork pedestal side is embedded with multiple pre-buried highly different angle steel；The case
Template back arris is provided with the outside of beam side, the first adjusting screw and the second regulation silk are provided with the outside of the box beam side form
Thick stick, one end of first adjusting screw and the top of template back arris connect, and its other end connects on the ground, and described second adjusts
Save one end of leading screw and the bottom of template back arris to connect, its other end connects on the ground.
In the utility model, the pre-buried absolute altitude regulation band in box girder formwork pedestal side can avoid each horizontal slope difference from passing through pad
Timber wedge adjusts, and reduces human error；Template connects ground by the first adjusting screw and the second adjusting screw and template is used as
Support, according to design easement curve, by adjusting the length of the first adjusting screw and the second adjusting screw, template is integrally formed
Designed camber line, wherein, the first adjusting screw can also low-angle adjustment form height, to adapt to the change of horizontal slope.
Preferably, the absolute altitude regulation band is the multiple pre-buried height being embedded on the prefabricated case beam Schaltisch seat side
Different angle steel.Absolute altitude is formed by the angle steel of pre-buried different height and adjusts band, avoid each horizontal slope difference by chock wedge come
Adjustment, reduce human error.
To ensure that each leading screw is connected firmly, multiple bases, first adjusting screw, the second regulation are embedded with the ground
Leading screw connects with corresponding base.
Further, to ensure the reliability of template, the upper end of the template back arris is provided with first connecting rod by both sides
Template back arris links together.
Further, second connecting rod is installed in the box girder formwork pedestal box beam side form of both sides links together.
The beneficial effects of the utility model are：Using the box girder formwork of this structure：It is particularly suitable for curved section box beam concrete
It is prefabricated, and the solid appearance camber line being molded is graceful, and each horizontal slope difference can be avoided to be adjusted by chock wedge, reduce people
For error.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model；
Fig. 2 is the schematic diagram of prefabricated case beam pedestal in the utility model；
In figure, 1 is prefabricated case beam pedestal, and 2 be that absolute altitude adjusts band, and 3 be the first adjusting screw, and 4 be the second adjusting screw, 5
It is box beam side form for template back arris, 6,7 be internal model, and 8 be first connecting rod, and 9 be second connecting rod, and 10 be base
Embodiment
The utility model is further described below by non-limiting embodiment and with reference to accompanying drawing：
As shown in drawings, a kind of prefabricated case beam template, including prefabricated case beam Schaltisch seat 1, box beam side form 6, internal model 7, institute
State the side of box girder formwork pedestal 1 and be provided with absolute altitude regulation band 2, absolute altitude regulation band 2 is to be embedded in the side of prefabricated case beam Schaltisch seat 1
Multiple pre-buried highly different L45 angle steel on side.The outside of box beam side form 6 is arranged at intervals with multiple moulds along box beam length direction
Backboard stupefied 5, the template back arris 5 of both sides are correspondingly arranged, and short transverse of the template back arris 5 along box beam side form 6 is set.In the box beam
The outside of side form 6 is provided with multiple first adjusting screws 3 and multiple second adjusting screws 4, one end of first adjusting screw 3 with
The top connection of template back arris 5, its other end connect on the ground, one end and the template back arris 5 of second adjusting screw 4
Bottom connects, and its other end connects on the ground.To ensure that each leading screw is connected firmly, multiple bases are preferably embedded with the ground
10, first adjusting screw 3, the second adjusting screw 4 connect with corresponding base 10.
In the present embodiment, first connecting rod 8 is also equipped with the upper end of template back arris 5 and is connected to the template back arris 5 of both sides
Together, second connecting rod 9 is installed in the box girder formwork pedestal 1 the box beam side form 6 of both sides links together.
Other parts in the present embodiment are prior art, be will not be repeated here.
Claims (5)
1. a kind of prefabricated case beam template, including prefabricated case beam Schaltisch seat (1), box beam side form (6) and internal model (7), its feature exist
In：Box girder formwork pedestal (1) side is provided with absolute altitude regulation band (2)；Template is provided with the outside of the box beam side form (6)
Back cord (5), is provided with the first adjusting screw (3) and the second adjusting screw (4) in the outside of the box beam side form (6), and described first
One end of adjusting screw (3) is connected with the top of template back arris (5), and its other end connects on the ground, the second regulation silk
One end of thick stick (4) is connected with the bottom of template back arris (5), and its other end connects on the ground.
A kind of 2. prefabricated case beam template according to claim 1, it is characterised in that：The absolute altitude regulation band (2) is to be embedded in
Multiple pre-buried highly different angle steel on prefabricated case beam Schaltisch seat (1) side.
A kind of 3. prefabricated case beam template according to claim 1 or claim 2, it is characterised in that：Multiple bases are embedded with the ground,
First adjusting screw (3), the second adjusting screw (4) connect with corresponding base.
A kind of 4. prefabricated case beam template according to claim 3, it is characterised in that：The upper end installation of the template back arris (5)
There is first connecting rod (8) that the template back arris (5) of both sides links together.
A kind of 5. prefabricated case beam template according to claim 4, it is characterised in that：Installed in the box girder formwork pedestal (1)
There is second connecting rod (9) that the box beam side form (6) of both sides links together.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720440859.3U CN206680883U (en) | 2017-04-25 | 2017-04-25 | A kind of prefabricated case beam template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720440859.3U CN206680883U (en) | 2017-04-25 | 2017-04-25 | A kind of prefabricated case beam template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206680883U true CN206680883U (en) | 2017-11-28 |
Family
ID=60400582
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720440859.3U Expired - Fee Related CN206680883U (en) | 2017-04-25 | 2017-04-25 | A kind of prefabricated case beam template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206680883U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108638324A (en) * | 2018-05-28 | 2018-10-12 | 中交路桥北方工程有限公司 | A kind of construction method of prefabricated case beam |
-
2017
- 2017-04-25 CN CN201720440859.3U patent/CN206680883U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108638324A (en) * | 2018-05-28 | 2018-10-12 | 中交路桥北方工程有限公司 | A kind of construction method of prefabricated case beam |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101181796B (en) | Curvature radius adjustable prefabricated box-beam mold and construction method thereof | |
| CN106958186B (en) | The construction method of bridge floor body, bridge and bridge | |
| CN106121145A (en) | A kind of split blade type assembling stair and preparation method thereof and assembly method | |
| CN106012851A (en) | Synchronous construction method of steel box girder and concrete pier studs | |
| CN206680883U (en) | A kind of prefabricated case beam template | |
| CN101929224A (en) | Waterproof tilted eave of roof parapet and construction method thereof | |
| CN202412422U (en) | Template system for prefabricating simply-supported box girder | |
| CN108252225A (en) | A kind of distortion beam outer side mold | |
| CN102528910A (en) | Template system of prefabricated simply support box beam | |
| CN110939067B (en) | Method for determining position of bridge closure section of collaboration system | |
| CN203593958U (en) | Hinge joint structure with extension steel bars | |
| CN205660891U (en) | Modular standardized support frame of laying of beam slab steel bones RACK | |
| CN103132447B (en) | Prestressed concrete variable cross-section box bridge | |
| CN105386414B (en) | Lower-guide type main-truss-free hanging basket | |
| CN208586899U (en) | A kind of support frame with oblique jacking | |
| CN103015304B (en) | Prestressed concrete variable-cross-section box girder bridge with internal tilted-leg rigid frame and construction method of prestressed concrete variable-cross-section box girder bridge | |
| CN206328691U (en) | A kind of prefabricated case beam template adjustment device | |
| CN103233419B (en) | A kind of prestress concrete variable cross-section box bridge and construction method thereof | |
| CN209637142U (en) | Steel concrete combines the light-duty assembled stair of flat underside | |
| CN100362195C (en) | Method for machining and mounting leaning tower pedestal built-in anchor bolt | |
| CN205591349U (en) | Strong prestressing tendons's precast concrete beam post node in adoption | |
| CN209482822U (en) | Assembling type fence in concrete | |
| CN208845017U (en) | Large span stone wood composite structure decorated archway | |
| CN208995897U (en) | Suspension cable overpass | |
| CN109291831B (en) | Hard span mounting structure and mounting method |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20171128 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |