CN207003460U - Formula precast caisson core easy to install - Google Patents
Formula precast caisson core easy to install Download PDFInfo
- Publication number
- CN207003460U CN207003460U CN201720782729.8U CN201720782729U CN207003460U CN 207003460 U CN207003460 U CN 207003460U CN 201720782729 U CN201720782729 U CN 201720782729U CN 207003460 U CN207003460 U CN 207003460U
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- combined steel
- core
- steel formwork
- connecting plate
- plate face
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Abstract
The utility model discloses a kind of formula precast caisson core easy to install, belongs to technical field of building construction, including core plate face, well cabinet frame, and core plate face is made up of four combined steel formwork splicings；The head end of each combined steel formwork is equipped with connecting plate one, centre is provided with two middle connecting plates, tail end is provided with connecting plate two, the connecting plate one of one combined steel formwork is connected by connector with the connecting plate two of previous combined steel formwork, four combined steel formworks are end to end successively to form core plate face, the junction of two adjacent combined steels is provided with flashboard mouth, flashboard is intraoral to be filled with wood weir block, the bottom of combined steel formwork is provided with channel-section steel, and truss and tranverse connecting rod are disposed with the outside of combined steel formwork；Well cabinet frame is connected by connector, connecting plate two with each combined steel formwork.The precast caisson core uses monolithic construction, and lifting is convenient, and branch tears program simplification open, is supported using connector and chock, stabilized structure is firm, reduces unnecessary human and material resources.
Description
Technical field
It the utility model is related to a kind of caisson core, and in particular to a kind of formula precast caisson core easy to install, belong to building
Technical field of construction.
Background technology
In various engineering constructions, during especially Wharf Engineering is built, gravity caisson structure is a kind of conventional design
Scheme.Caisson is in casting process, it is necessary to use caisson core.At present, caisson core experienced the scattered spelling of combined steel formwork respectively
Method, perpendicular rib add the development course of plank assembly method etc., due to all employing scattered spelling pattern substantially, so the vertical program of branch is cumbersome, consumption
Time-consuming and assembled using small pieces, the template number of turnover is low, and the straight degree of wall is relatively difficult to ensure card.
The content of the invention
In view of the above-mentioned problems of the prior art, the utility model provides a kind of formula precast caisson core easy to install, peace
Easy to use, template number of turnover height is filled, the straight degree of wall is easily adjusted.
To achieve these goals, a kind of formula precast caisson core easy to install that the utility model uses, including core mold plate
Face, the well cabinet frame being arranged in core plate face, the core plate face are made up of four combined steel formwork splicings；
The head end of each combined steel formwork is equipped with connecting plate one, centre is set provided with two middle connecting plates, tail ends
There is connecting plate two, the connecting plate one of a combined steel formwork passes through the connecting plate two-phase of connector and previous combined steel formwork
Even, end to end composition core plate face, the junction of two adjacent combined steels are provided with flashboard mouth to four combined steel formworks successively,
The flashboard is intraoral to be filled with wood weir block, and the bottom of each combined steel formwork enters whereabouts slurry using the channel-section steel for inlaying adhesive tape, combines steel
Truss and tranverse connecting rod are disposed with the outside of template；
The well cabinet frame is connected by connector, connecting plate two with each combined steel formwork.
As an improvement, the combined steel formwork includes some risers, transverse slat, the riser, transverse slat are welded to each other composition mould
Plate body.
As an improvement, the adhesive tape inlayed in the channel-section steel is D type adhesive tape.
As an improvement, the bottom of the core plate face is provided with inner core chassis, chassis girder, institute are provided with the inner core chassis
Chassis girder is stated to be connected with well cabinet frame.
As an improvement, the junction of the well cabinet frame and chassis girder is provided with and strengthens steel plate.
As an improvement, at least one combined steel formwork in the core plate face is provided with cat ladder.
Compared with prior art, the beneficial effects of the utility model are：
1）The precast caisson core uses the monolithic construction that four combined steels are assembled into, and lifting is convenient, and branch tears program open
Simplify, inner core well cabinet frame and plate face truss support are got up using connector and chock, stabilized structure is firm, and it is unnecessary to reduce
Human and material resources.
2）Four combined steel formworks are that straight piece band stands eight word turnings, and end to end, joint is filled a vacancy mouth using wood weir block,
Monolithic can be shunk and be propped up tightly respectively, be independent of each other, flexible and convenient operation.
Brief description of the drawings
Fig. 1 is planar structure schematic diagram of the present utility model；
Fig. 2 is the structural representation of combined steel formwork in the utility model；
Fig. 3 be the utility model A-A to facade structures schematic diagram；
In figure：1st, combined steel formwork, 11, connecting plate one, 12, middle connecting plate, 13, connecting plate two, 14, riser, 15, horizontal
Plate, 2, connector, 3, flashboard mouth, 4, well cabinet frame, 5, truss, 6, channel-section steel, 7, cat ladder, 8, inner core chassis, 81, chassis girder, 9,
Strengthen steel plate.
Embodiment
To make the purpose of this utility model, technical scheme and advantage of greater clarity, below by drawings and Examples,
The utility model is further elaborated.However, it should be understood that specific embodiment described herein is only solving
The utility model is released, is not limited to the scope of the utility model.
As shown in Figure 1, Figure 2 and Figure 3, a kind of formula precast caisson core easy to install, including core plate face, it is arranged on core mold plate
Well cabinet frame 4 in face, the core plate face are made up of four splicings of combined steel formwork 1；
The head end of each combined steel formwork is equipped with connecting plate 1, centre is provided with two middle connecting plates 12, tails
End is provided with connecting plate 2 13, and the connecting plate 1 of a combined steel formwork passes through the company of connector 2 and previous combined steel formwork
Fishplate bar 2 13 is connected, and four combined steel formworks 1 are end to end successively to form core plate face, the junction of two adjacent combined steels
Provided with flashboard mouth 3, wood weir block is filled with the flashboard mouth 3, the bottom of each combined steel formwork is entered using the channel-section steel 6 for inlaying adhesive tape
Whereabouts are starched, and the outside of combined steel formwork 1 is disposed with truss 5 and tranverse connecting rod；
The well cabinet frame 4 is connected by connector 2, connecting plate 2 13 with each combined steel formwork 1.
As the improvement of embodiment, the combined steel formwork 1 includes some risers 14, transverse slat 15, the riser 14, transverse slat
15 are welded to each other composition stencil body.
As the improvement of embodiment, the adhesive tape inlayed in the channel-section steel 6 is D type adhesive tape, and it is good only to starch effect.
As the improvement of embodiment, the bottom of the core plate face is provided with inner core chassis 8, is provided with the inner core chassis 8
Chassis girder 81, the chassis girder 81 are connected with well cabinet frame 4.
As the improvement of embodiment, the junction of the well cabinet frame 4 and chassis girder 81, which is provided with, strengthens steel plate 9, and structure is strong
Degree is big, and overall stability is high.
As the improvement of embodiment, at least one combined steel formwork 1 in the core plate face is provided with cat ladder 7, is easy to
Constructing operation.
Core plate face is made up of the splicing of combined steel formwork 1, is four-piece type structure, is connected at flashboard mouth 3 using wood weir block, bottom
Whereabouts slurry enters using the channel-section steel 6 for inlaying adhesive tape in portion, truss 5 and tranverse connecting rod is arranged thereafter, entirely through chock and connector 2 and well
Cabinet frame 4 is connected.Each combined steel formwork 1 is that straight piece band stands eight word turnings, and end to end, monolithic can be shunk and be propped up respectively
Tightly, it is independent of each other, flexible and convenient operation.Flashboard mouth 3 is relative with the straight piece of adjacent inner core, and the straight degree of wall is easily adjusted.Vertical eight words are adopted
Spliced with two pieces of internal corner formwork E1515, corner metope is straight, no faulting of slab ends, and quality is good.
Core immediately, is hung in place, wall bolt is ejected by branch using crane, is ridden in the wall keyhole reserved on caisson, after
Connector is held out against, plate face is adjacent to the surface of lower surface concrete, is finally carried on the back chock tightly, after the completion of Zhi Li, formwork structure is steady
Gu absolute altitude is consistent, it is good only to starch effect；During dismounting, chock is unclamped, tension device unclamps, and leaves plate face and concrete, using hanging
Car slings core, withdraws wall bolt, then hung out.
Preferred embodiment of the present utility model is the foregoing is only, it is all at this not to limit the utility model
Any modification, equivalent substitution or improvement made within the spirit and principle of utility model etc., should be included in the utility model
Protection domain within.
Claims (6)
1. a kind of formula precast caisson core easy to install, it is characterised in that including core plate face, the well word being arranged in core plate face
Frame（4）, the core plate face is by four combined steel formworks（1）Splicing composition；
The head end of each combined steel formwork is equipped with connecting plate one（11）, middle be provided with two middle connecting plates（12）, tail
End is provided with connecting plate two（13）, the connecting plate one of a combined steel formwork（11）Pass through connector（2）With previous combined steel
The connecting plate two of plate（13）It is connected, four combined steel formworks（1）End to end composition core plate face successively, two adjacent combination steel
The junction of mould is provided with flashboard mouth（3）, the flashboard mouth（3）Wood weir block is inside filled with, the bottom of each combined steel formwork is using edge
The channel-section steel of embedding adhesive tape（6）Enter whereabouts slurry, combined steel formwork（1）Outside be disposed with truss（5）And tranverse connecting rod；
The well cabinet frame（4）Pass through connector（2）, connecting plate two（13）With each combined steel formwork（1）Connection.
A kind of 2. formula precast caisson core easy to install according to claim 1, it is characterised in that the combined steel formwork
（1）Including some risers（14）, transverse slat（15）, the riser（14）, transverse slat（15）It is welded to each other composition stencil body.
A kind of 3. formula precast caisson core easy to install according to claim 1, it is characterised in that the channel-section steel（6）Interior edge
Embedding adhesive tape is D type adhesive tape.
A kind of 4. formula precast caisson core easy to install according to claim 1, it is characterised in that the bottom of the core plate face
Portion is provided with inner core chassis（8）, the inner core chassis（8）It is interior to be provided with chassis girder（81）, the chassis girder（81）With well cabinet frame
（4）Connection.
A kind of 5. formula precast caisson core easy to install according to claim 4, it is characterised in that the well cabinet frame（4）With
Chassis girder（81）Junction be provided with strengthen steel plate（9）.
6. a kind of formula precast caisson core easy to install according to claim 1, it is characterised in that in the core plate face
At least one combined steel formwork（1）It is provided with cat ladder（7）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720782729.8U CN207003460U (en) | 2017-06-30 | 2017-06-30 | Formula precast caisson core easy to install |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720782729.8U CN207003460U (en) | 2017-06-30 | 2017-06-30 | Formula precast caisson core easy to install |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207003460U true CN207003460U (en) | 2018-02-13 |
Family
ID=61449324
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720782729.8U Active CN207003460U (en) | 2017-06-30 | 2017-06-30 | Formula precast caisson core easy to install |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207003460U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108824467A (en) * | 2018-07-31 | 2018-11-16 | 中国十七冶集团有限公司 | A kind of novel combination type open caisson and its application method |
| CN112942400A (en) * | 2021-04-27 | 2021-06-11 | 燕山大学 | Hydraulic automatic contraction mechanism for L-shaped prefabricated caisson core mold |
| CN113199605A (en) * | 2021-05-12 | 2021-08-03 | 燕山大学 | Adjustable prefabricated caisson core mold without vertical splayed shape and prefabricating method |
-
2017
- 2017-06-30 CN CN201720782729.8U patent/CN207003460U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108824467A (en) * | 2018-07-31 | 2018-11-16 | 中国十七冶集团有限公司 | A kind of novel combination type open caisson and its application method |
| CN112942400A (en) * | 2021-04-27 | 2021-06-11 | 燕山大学 | Hydraulic automatic contraction mechanism for L-shaped prefabricated caisson core mold |
| CN113199605A (en) * | 2021-05-12 | 2021-08-03 | 燕山大学 | Adjustable prefabricated caisson core mold without vertical splayed shape and prefabricating method |
| CN113199605B (en) * | 2021-05-12 | 2022-05-10 | 燕山大学 | Adjustable prefabricated caisson core mold without vertical splayed shape and prefabricating method |
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