CN206319595U - Oblique circular cylinder template - Google Patents
Oblique circular cylinder template Download PDFInfo
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- CN206319595U CN206319595U CN201621087355.XU CN201621087355U CN206319595U CN 206319595 U CN206319595 U CN 206319595U CN 201621087355 U CN201621087355 U CN 201621087355U CN 206319595 U CN206319595 U CN 206319595U
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Abstract
The utility model discloses a kind of oblique circular cylinder template, including column-form, many hounds, many vertical rods, bridging, cable wind ropes；The upper end of many described hounds is intervally fixed on the inner side of column-form, the lower end of many hounds is fixed on the ground, the upper end of cable wind rope is fixed on the outside of column-form, each the outer end point of bridging is separately fixed in the middle part of many hounds, is separately fixed at the middle part of bridging in the middle part of many vertical rods with end points；Described many hounds, many vertical rods, bridgings etc. constitute a support frame.Because many hound intervals of the present utility model are fixed on the inner side of column-form, cable wind rope is fixed on the outside of column-form, bridging is fixed in the middle part of many hounds, many vertical rods are fixed on the middle part of bridging, so that hound, many vertical rods, bridging, the firm support systems of cable wind rope one fixed cylinder template of composition, its structural stability are preferable.
Description
Technical field
The utility model is related to technical field of building construction, more particularly to a kind of oblique circular cylinder template.
Background technology
Sometimes casting concrete introversion oblique circular cylinder is may require that in building concrete structure, tilted cylindrical envelope refers to cylinder to building
Thing introversion rake angle is more than 0 °, less than the cylinder at 90 ° of angles, and its section is circle, and with floor at an angle.This is allowed for really
Protect template inclination angle accurate, template and the tight not spillage in floor contact site, template is constant in concreting and process of vibrating
Shape, do not cave in, into one it is particularly significant the problem of.Traditional tilted cylindrical envelope template fixing method is existed by scaffold upright rod
Template bottom after support, is supplemented part skewed horizontal load vertically.This fixing means commonly used is difficult to meet bearing height, lotus
Carry, span larger template, the stability of formwork-support is relatively difficult to ensure card.
This engineering high and big die plate bearing height, load, span are larger, main it is ensured that template branch when high and big die plate is constructed
The stabilization of support.
The content of the invention
The purpose of this utility model is the oblique circular cylinder template for providing a kind of good stability.
To achieve the above object, technical solution of the present utility model is：
The utility model is a kind of oblique circular cylinder template, including column-form, many hounds, many vertical rods, bridging, cables
Wind rope；The upper end of many described hounds is intervally fixed on the inner side of column-form, and the lower end of many hounds is fixed
On the ground, the upper end of cable wind rope is fixed on the outside of column-form, and each the outer end point of bridging is separately fixed at many tiltedly
In the middle part of strut, the middle part of bridging is separately fixed in the middle part of many vertical rods with end points；Described many hounds, many vertical rods,
Bridging etc. constitutes a support frame.
Described bridging is made up of horizontal cross brace, vertical bridging；Hang down respectively at the two ends of described horizontal cross brace
Directly it is fixed on vertical bridging, the two ends of vertical bridging are respectively and vertically fixed on horizontal cross brace, constitutes multiple sizes
Different rectangular frame structures.
Described column-form includes cylinder typified form, many flitches and erects stupefied, steel band tie；Many described flitches are erected
It is stupefied to erect stupefied inner side along cylinder typified form length direction interval setting and flitch and be fitted on the outer wall of cylinder typified form, steel band
The inner band of tie is erected in flitch on stupefied outside.
It is connected with U-shaped screw mandrel jacking at the top of described hound, the lower end of pad is oblique to be fixed in U-shaped screw mandrel jacking
The outer end of U-type groove mouthful, is equipped with chock the U-type groove of U-shaped screw mandrel jacking is intraoral.
The lower end of described hound is acted against on triangle stow-wood by sheeting caps, and triangle stow-wood is fixed on floor, and
And, the support of the bottom of hound by short tube and laterally tiltedly in vertical rod bar right angle button of sweeping the floor be connected, laterally the oblique lower end of vertical rod
Squeeze into soil.
After such scheme, due to the utility model include column-form, many hounds, many vertical rods, bridging,
Cable wind rope, many hound intervals are fixed on the inner side of column-form, and cable wind rope is fixed on the outside of column-form, and bridging is solid
It is scheduled in the middle part of many hounds, many vertical rods are fixed on the middle part of bridging so that hound, many vertical rods, bridging, guys
Rope constitutes the firm support system of a fixed cylinder template, and its structural stability is preferable.Below in conjunction with the accompanying drawings and specific implementation
Example is further described to the utility model.
Brief description of the drawings
Fig. 1 is front view of the present utility model；
Fig. 2 is side view of the present utility model；
Fig. 3 is the sectional view of the utility model column-form；
Fig. 4 is the utility model hound top structure figure；；
Fig. 5 is the first chart at the bottom of of the utility model hound；
Fig. 6 is second of chart at the bottom of of the utility model hound.
Embodiment
As shown in Figure 1, Figure 2, Figure 6 shows, the utility model is a kind of oblique circular cylinder template, including column-form 1, many hounds
2nd, many vertical rods 3, bridging 4, two cable wind ropes 5, bar 6 of sweeping the floor, girts 7.
The upper end of many described hounds 2 is intervally fixed under the inner side of column-form 1, many hounds 2
End is fixed on the ground, and the upper end of two cable wind ropes 5 is separately fixed at the top and middle part in the outside of column-form 1, bridging 4
Each the outer end point is separately fixed at many middle parts of hound 2, and many middle parts of vertical rod 3 and end points are separately fixed in bridging 2
Portion.Described many hounds 2, many vertical rods 3, bridgings 4 etc. constitute a support frame 8.
Described bridging 4 is made up of horizontal cross brace 41, vertical bridging 42 and lateral bridging 43.Described level
The two ends of bridging 41 are respectively and vertically fixed on vertical bridging 42, and the two ends of vertical bridging 42 are respectively and vertically fixed at water
On flat bridging 41, multiple rectangular frame structures of different sizes are constituted, lateral bridging 43 is fixed on the He of horizontal cross brace 41
The vertical outer end of bridging 42.
In the present embodiment, described bridging 4 is set according to reinforced.In support body outer periphery and internal vertical, horizontal
Every 4 across（And no more than 5m）, continuous vertical bridging 42 is set to pushing up the bottom of by, the width of bridging 4 be 4 across.In vertical bridging
42 top intersection point planes set continuous horizontal bridging 41, and the setting layer for bar 6 of sweeping the floor sets horizontal cross brace 41, horizontal cross brace
41 are no more than 6m to support body baseplane distance and the spacing of horizontal cross brace 41, and the width of bridging 4 is 3~5m.Vertical bridging 42
The inclination angle on brace and ground is 45 °~60 °, and horizontal cross brace 41 is indulged with support（Or it is horizontal）It it is 45 °~60 ° to angle.Bridging 4
The spreading use overlap joint of brace, the lap of splice is not less than 1m, and use is fixed not less than 2 rotary buckles, end fastener cover plate
Edge to rod end distance be not less than 100mm.Bridging 4 is fixed on intersecting therewith horizon bar 7 or vertical rod 3 using rotary buckle
On, the distance of rotary buckle center line to host node is not more than 150mm.
As shown in figure 3, described column-form 1, which includes cylinder typified form 11, many flitches, erects stupefied 12, steel band tie
13.Many described flitches erect stupefied 12 along the length direction interval setting of cylinder typified form 11 and flitch erect it is stupefied 12 inner side be fitted in
On the outer wall of cylinder typified form 11, the inner band of steel band tie 13 is on the outside that flitch erects stupefied 12, by cylinder typified form
11 firmly wale.
As shown in figure 4, the top of described hound 2 is connected with U-shaped screw mandrel jacking 21, the lower end of pad 22 is oblique affixed
In the outer end of the U-type groove mouthful of U-shaped screw mandrel jacking 21, chock 23 is equipped with the U-type groove of U-shaped screw mandrel jacking 21 is intraoral.
As shown in figure 5, being the structural representation of the first bottom of the utility model hound 2, the lower end of hound 2 is all in wood
On backing plate 24, on the skew wall of the triangular groove 101 on the ground 10 of sheeting caps 24.
It is the structural representation of second of the bottom of the utility model hound 2 as shown in Fig. 1, Fig. 6, described hound 2
Lower end acted against by sheeting caps 24 on triangle stow-wood 25, triangle stow-wood 25 is fixed on floor, moreover, under hound 2
By short tube 26 and laterally, the bar right angle button 28 of sweeping the floor of the support tiltedly in vertical rod 27 is connected in portion, and laterally tiltedly soil is squeezed into the lower end of vertical rod 27
In.In the present embodiment, laterally tiltedly vertical rod 27 often arranges four, is all provided with steel pipe slide resistant pile at the oblique vertical rod 27 of every transverse direction, squeezes into
It is not less than 500mm in soil, it is exposed to be not less than 300mm, remaining spacing 1.5m.
Described bar 6 of sweeping the floor is located at the bottom of vertical rod 3 far from ground 200mm eminences, and the journey on horizontal under indulging is pressed along horizontal direction in length and breadth
Sequence sets bar 6 of sweeping the floor.Sweeping the floor bar 6 should be using docking, and adjacent two banjo fixing butt jointings for sweeping the floor bar must not be with across interior, and banjo fixing butt jointing edge
The distance that horizontal direction staggers is not preferably less than 500mm, and each connector center is not preferably greater than the 1/3 of vertical rod spacing away from host node.
The described step pitch of girt 7 is no more than 1.5m, sets in length and breadth.The top of vertical rod 3 in adjustable supporting backing portion should be along vertical
One of girt 7 is laterally set.When support system height is in 8~20m, added in the middle of the most top girt 7 of step pitch two
One of girt 7.Support system for oblique circular cylinder adds one of girt respectively in the middle of the step girt 7 of frame top two
7。
The transverse horizontal pull bar 7 of described support frame 8 and the right angle snapping of hound 2, longitudinal girt 7 and horizontal water
The right angle snapping of horizontal drawing bar 7.
Construction method of the present utility model：
1. set up support frame
（1）Installing bottom layer support frame
Base arrangement, indulge horizontal level sweep the floor bar, from corner successively to both sides erect bottom vertical rod, bottom is swept with level
The thin end of the scroll snapping is fixed, and the perpendicularity of vertical rod should be checked before fixed bottom bar, after each direction installing vertical rod, the second layer is installed immediately
Horizontal reinforcing bar is fixed with vertical rod snapping, is checked after vertical rod and horizon bar meet the requirements, is twisted by 45~60Nm torques with spanner
Clasp bolt, extend successively by above-mentioned requirements and to set up until first step base layer support frame is completed, then checks a bottom comprehensively
Support frame quality, it is ensured that carry out second step horizon bar installation after framework quality requirement again, then by process of setting up, installing is cut in time
Knife is supportted.
（2）Top supporting frame is installed
1. unwrapping wire positioning is required according to vertical rod floor plan, first ejects the steel tube poles position line, backing plate, base lay position
It is accurate to put, can be using the method set up by row with logical layer when setting up, and should be with taking with setting bar level reinforcing bar in length and breadth of sweeping the floor.It is vertical
Bar bottom pad length is no less than 2 across, width >=200mm, thickness 50mm elongated sheeting caps.Horizon bar is firm with vertical rod snapping,
Sweeping the floor in length and breadth, height is not more than 200mm to bar from the ground.
2. during site operation falsework, the spacing swept the floor between bar and top horizontal pull bar is meeting stencil design institute
The girt step pitch of determination（1.5m）Under requirement condition, the specific step pitch of determination should be distributed equally；Each step vertically and horizontally should
One of girt is respectively set, i.e., in every step, often across two-way setting girt.
3. support body outer periphery and internal vertical, horizontal every 4 across（And no more than 5m）, continuously vertically cut the bottom of by setting is pushed up
Knife support, vertical bridging width be 4 across.Intersection point plane sets continuous horizontal bridging, bar of sweeping the floor at the top of vertical bridging
Set layer that horizontal cross brace is set, horizontal cross brace to support body baseplane distance is no more than 6m, scissors with horizontal cross tie distance
Support width is 3~5m.The inclination angle on vertical bridging brace and ground is 45 °~60 °, and horizontal cross brace is indulged with support（Or it is horizontal）To
Angle is 45 °~60 °.The spreading of bridging brace is using overlap joint, and the lap of splice is not less than 1m, and using not less than 2 rotations
Fastener is fixed, and edge to the rod end distance of end fastener cover plate is not less than 100mm.Bridging is fixed on therewith using rotary buckle
On intersecting horizon bar or vertical rod, the distance of rotary buckle center line to host node is not more than 150mm.
4. the spreading of horizon bar forbids overlap joint, it is necessary to using sleeve couple connection, and the sleeve couple of horizon bar should interlock cloth
Put, the joints of two adjacent level bars should not be located at it is synchronous with across interior, it is asynchronous or it is different across two adjacent joints in level side
To the distance that staggers be more than 500mm, the distance of each connector center to nearly host node is not preferably greater than the 1/3 of span.
5. the sleeve couple in vertical rod answers interlaced arrangement：The joint of two adjacent vertical rods should not be arranged in synchronous, synchronous
Interior two every a vertical rod are separated by joint and are not preferably less than 500mm in the distance that short transverse staggers；Each connector center is to main section
The distance of point is not preferably greater than the 1/3 of step pitch.
6. the screw-down torque of fastener should control to form clerking in 45~60Nm, inspection, and supervisor implements other
Stand and carried out by random distribution principle, the 10% of contacting piece quantity is inspected by random samples, it is complete that disqualification rate exceedes answering for sampling observation quantity 10%
Face is checked, is stopped to qualified.Provided according to matter [2009] 254 is built：Must not be less than setting up to the appearance sampling quantity of load-bearing rod member
The 30% of consumption, it is found that quality is not inconsistent that standardization, situation are serious, sample carries out 100% inspection, and randomly select appearance test not
Qualified material（By supervisor's witness sampling）Legal professional testing agency is sent to be detected.100% should be carried out to beam end button part
Check.
7. after the completion of falsework is set up, it is necessary to first self-inspection, reinform after the related authorities' passed examination of company, pass through
After management, Quality Supervision Station examination pass through, it can come into operation.
（3）Column-form is installed
Axis, the position line and horizontal elevation control line are first ejected on post, adjusting design of coupler scaffold by designed elevation can
The absolute altitude of jacking is adjusted, predetermined height is adjusted to, then lays flitch on the supporting plate of adjustable jack.Oblique circular cylinder sizing face mould
After installation, then 100 × 100/50 × 100 flitches are installed erect stupefied（It is secondary stupefied）, 10# channel-section steels main joist (circular boop) is finally installed.
（4）Capital beam form is installed：According to the absolute altitude on post, bottom elevation is drawn, is constructed according to beam form, control vertical rod is U-shaped
The absolute altitude of jacking, 100 × 100 flitch masters of placement are stupefied on U-shaped jacking, then repave and put 5, beam bottom, 50 × 50 × 3.5 square steel tubes
It is secondary stupefied（Along beam span direction）, laying beam bottom, beam side panel, colligation beam steel, reinforcing side template.
（5）The processing of privileged sites：
Binder XL1 is designed with the outside of oblique circular cylinder（300×600）, vertical spacing about per 3m together, intend taking pre- by the binder
Joint bar is stayed, treats to carry out secondary construction again after the completion of oblique circular cylinder construction.During construction oblique circular cylinder, bored on the typified form of oblique circular cylinder
Hole, reserves binder XL1 straight muscle, so as to oblique circular cylinder mould form removal.
Because the pillar height of oblique circular cylinder is higher, one concrete placings mouthful, the mark of oblique circular cylinder are set every 3m along the oblique height of oblique circular cylinder
The quasi- long 3m of section, therefore require that producer opens concrete placings mouthful on typified form when ordering goods, opening size draft for 400mm it is wide, 300mm
It is high.
This oblique circular cylinder totally 42, oblique circle and capital beam intend secondary organizing construction in four batches, constructed per batch 10-11 roots, post
Back timber（1200×600）Construction joint be retained at beam span L/3, concrete closing in net is set at construction joint.
The above, only the utility model preferred embodiment, therefore the utility model implementation can not be limited with this
Scope, i.e., the equivalence changes made according to present utility model application the scope of the claims and description and modification, all should still belong to this reality
In the range of being covered with new patent.
Claims (5)
1. a kind of oblique circular cylinder template, it is characterised in that：Including column-form, many hounds, many vertical rods, bridging, guys
Rope；The upper end of many described hounds is intervally fixed on the inner side of column-form, and the lower end of many hounds is fixed on
On ground, the upper end of cable wind rope is fixed on the outside of column-form, and each the outer end point of bridging is separately fixed at many diagonal braces
In the middle part of bar, the middle part of bridging is separately fixed in the middle part of many vertical rods with end points；Described many hounds, many vertical rods, cut
Knife support constitutes a support frame.
2. oblique circular cylinder template according to claim 1, it is characterised in that：Described bridging is by horizontal cross brace, vertical
Bridging is constituted；The two ends of described horizontal cross brace are respectively and vertically fixed on vertical bridging, the two ends of vertical bridging
It is respectively and vertically fixed on horizontal cross brace, constitutes multiple rectangular frame structures of different sizes.
3. oblique circular cylinder template according to claim 1, it is characterised in that：Described column-form includes cylinder stock mould
Plate, many flitches erect stupefied, steel band tie；Many described flitches erect stupefied along cylinder typified form length direction interval setting and wood
Side erects stupefied inner side and is fitted on the outer wall of cylinder typified form, and the inner band of steel band tie is erected in flitch on stupefied outside.
4. oblique circular cylinder template according to claim 1, it is characterised in that：U-shaped silk is connected with the top of described hound
Bar jacking, the outer end of the oblique U-type groove for being fixed in U-shaped screw mandrel jacking mouthful in the lower end of pad, in the U-type groove mouthful of U-shaped screw mandrel jacking
Inside it is equipped with chock.
5. oblique circular cylinder template according to claim 1, it is characterised in that：The lower end of described hound passes through sheeting caps top
Lean against on triangle stow-wood, triangle stow-wood is fixed on floor, moreover, the bottom of hound passes through on short tube and horizontal tiltedly vertical rod
Support is swept the floor the connection of bar right angle button, and laterally tiltedly the lower end of vertical rod is squeezed into soil.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621087355.XU CN206319595U (en) | 2016-09-28 | 2016-09-28 | Oblique circular cylinder template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621087355.XU CN206319595U (en) | 2016-09-28 | 2016-09-28 | Oblique circular cylinder template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206319595U true CN206319595U (en) | 2017-07-11 |
Family
ID=59262818
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621087355.XU Expired - Fee Related CN206319595U (en) | 2016-09-28 | 2016-09-28 | Oblique circular cylinder template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206319595U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109235879A (en) * | 2018-09-20 | 2019-01-18 | 上海宝冶建筑工程有限公司 | A kind of ellipse column template |
-
2016
- 2016-09-28 CN CN201621087355.XU patent/CN206319595U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109235879A (en) * | 2018-09-20 | 2019-01-18 | 上海宝冶建筑工程有限公司 | A kind of ellipse column template |
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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: 20170711 Termination date: 20180928 |