CN205875195U - No pull rod formula cushion cap template - Google Patents
No pull rod formula cushion cap template Download PDFInfo
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- CN205875195U CN205875195U CN201620528651.2U CN201620528651U CN205875195U CN 205875195 U CN205875195 U CN 205875195U CN 201620528651 U CN201620528651 U CN 201620528651U CN 205875195 U CN205875195 U CN 205875195U
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- cross rib
- cushion cap
- rib
- pull rod
- cross
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Abstract
The utility model discloses a no pull rod formula cushion cap template, including establishing the panel unit who is upright cubic in the centre form periphery, the panel unit periphery is equipped with the perpendicular rib unit, and the peripheral interval of perpendicular rib unit is equipped with a plurality of cross rib unit, and the cross rib unit includes that interconnect encloses four cross ribs of squarely, connect through vertical septum between the cross rib unit, vertical septum includes main baffle and gusset plate, main baffle is the rectangle, and the longitudinal tie is between the cross rib unit, a side of gusset plate and perpendicular connection of a side of main baffle, the base is connected with the higher authority of cross rib unit is perpendicular, and another side is optimalarc. Just the utility model discloses assembling swiftly, dismantling simply, the material can used repeatedly, can practice thrift engineering time and construction cost, accords with the development trend of construction.
Description
Technical field
This utility model relates to the realm of building construction, particularly a kind of non pull rod type cushion cap template.
Background technology
Cushion cap refers to as bearing, be distributed the load transmitted by pier shaft, the steel connecting each stake top arranged at pile foundation top
Reinforced concrete platform, the work progress of the cushion cap interior mould that the most first installation reinforcing bar is combined into, installation platform template outside interior mould,
Cushion cap template placing cushion cap concrete after the assay was approved.Cushion cap template typically uses bulk bamboo slab rubber Zhi Li, reinforce by channel-section steel,
The lumps of wood, pull bar are compacted with foundation ditch surrounding hole wall, support is real, and channel-section steel and pull bar are main stress leverage, and the centre of channel-section steel passes pull bar,
Form a beaer, by pull bar and bamboo slab rubber, the extruding force of concrete is sent to channel-section steel, but owing to pull bar will be from groove
Passing in the middle of steel, assembled operation is loaded down with trivial details, long construction period, and the suspended deck structure size obtained is the most accurate.
Summary of the invention
This utility model provides a kind of non pull rod type cushion cap template, spells assembly and disassembly operation simple, moreover it is possible to ensure construction
Suspended deck structure size more accurate.
For solving above-mentioned technical problem, the technical solution adopted in the utility model is:
A kind of non pull rod type cushion cap template, peripheral in cube shaped panel unit including being located at interior mould, outside panel unit
Enclosing and be provided with perpendicular rib unit, perpendicular rib unit periphery is interval with several crossrib cell, and crossrib cell includes being connected with each other the side of surrounding
Four cross ribs of shape, described cross rib uses Two bors d's oeuveres type I-steel；Connected by vertical baffle between crossrib cell, described vertically every
Plate includes that main dividing plate and securing plate, described main dividing plate are rectangle, and longitudinally connected between crossrib cell, the one of described securing plate
Side is vertical with the one side of main dividing plate to be connected, and base is connected with the above vertical of crossrib cell, and another side is arc line shaped.
The purpose of this utility model can be realized further by following preferred technical scheme:
Further, described cross rib includes that cross rib A and cross rib B, cross rib A are located at the front and back of perpendicular rib unit, including
Spaced 2 I-steel and the connecting plate being connected between I-steel, described cross rib B is located at the left side and the right side of perpendicular rib unit
Face, including 2 I-steel being closely joined together, the front-end and back-end of cross rib B are respectively clamped into the I-shaped of 2 cross rib A of before and after
Between steel, and being fixed together by cross rib A and cross rib B by closure, I-steel load-bearing and enabling capabilities are strong, can bear and pour
Lateral pressure during concrete bearing platform, and it is not likely to produce deformation.
Preferably, described closure includes inserting dish A, inserting dish B and inserted link, and described slotting dish A is arranged on the two ends of cross rib A, inserts
Jack A it is provided with on dish A, the described projecting lateral surface at cross rib B of slotting dish B, insert to be provided with on dish B and mate with jack A
Jack B, cross rib A and cross rib B is fixed together by inserted link through jack A and jack B.
Preferably, the upper surface of described main dividing plate is provided with chamfering, and when assembly, chamfering can guide cross rib more efficiently
It is stuck on main dividing plate.
Preferably, the top of described main dividing plate is provided with hole for hoist, in order to lifting vertical baffle.
The lateral surface of described crossrib cell is provided with diagonal brace, and described diagonal brace includes jacking and pole, jacking and crossrib cell
Lateral surface connect, pole one end is connected with jacking, and the other end is supported in foundation pit walls.
Described perpendicular rib unit includes some vertically arranged perpendicular ribs.
Above-described non pull rod type cushion cap template, is spliced to form a beaer by cross rib, perpendicular rib, and wherein cross rib is adopted
Make with Two bors d's oeuveres type I-steel, and be provided with vertical baffle support cross rib, utilize the preferable weight capacity of I-steel to cap mold
Plate is reinforced, and will not deform upon when placing concrete cushion cap, thus ensures that the dimension of platform of pouring is accurate, is greatly improved
The quality of cushion cap, and this utility model is assembled quick, dismounting is simple, and material can be reused, can save the engineering time and
Construction cost, meets the development trend of construction.
Accompanying drawing explanation
Fig. 1 is of the present utility model to face structural representation；
Fig. 2 is the left view structural representation of Fig. 1；
Fig. 3 is the structural representation that vertical baffle is connected with cross rib；
Fig. 4 is the left view structural representation of Fig. 3.
In figure, panel 1, cross rib A2, perpendicular rib 3, connecting plate 4, vertical baffle 5, insert dish A6, jack A7, cross rib B8, insert dish
B9, inserted link 10, main dividing plate 11, hole for hoist 12, securing plate 13.
Detailed description of the invention
Below in conjunction with accompanying drawing, the utility model is described in further detail, but protection domain of the present utility model be not limited to
Lower embodiment.
It is as it is shown in figure 1, a kind of non pull rod type cushion cap template, peripheral in cube shaped panel unit including being located at interior mould,
Panel unit is surrounded by 4 pieces of panels 1, and panel uses bamboo slab rubber to make.
Be provided with perpendicular rib unit in panel unit periphery, perpendicular rib unit includes some vertically arranged perpendicular ribs 3, and perpendicular rib 3 is adopted
Make with 10 × 10cm lumps of wood.
Being interval with several crossrib cell in perpendicular rib unit periphery, crossrib cell includes being connected with each other and surrounds square four
Bar cross rib, shown in Fig. 2, cross rib includes that cross rib A2 and cross rib B8, cross rib A2 are located at the front and back of perpendicular rib unit, cross rib
A2 includes 2 I-steel and the connecting plate of longitudinally connected 2 I-steel；Cross rib B8 is located at the left side and the right side of perpendicular rib unit, bag
Including 2 I-steel being closely joined together, the I-steel of cross rib A2 and cross rib B8 all uses I25a, and connecting plate uses the thickness to be
The steel plate of 2cm；The front-end and back-end of cross rib B8 are respectively clamped between the I-steel of 2 cross rib A2 of before and after, i.e. 2 works of cross rib A2
Interval between word steel matches with the height of cross rib B, and cross rib A2 and cross rib B8 is fixed together by closure, closure bag
Include slotting dish A6, insert dish B9 and inserted link 10, insert dish A6 and be fixedly connected on the two ends of cross rib A2, insert and be provided with jack A7 on dish A6, insert
The projecting lateral surface at cross rib B8 of dish B9, inserts and is provided with the jack B9 mated with jack A7 on dish B8, and inserted link 10 is through inserting
Cross rib A2 and cross rib B8 is fixed together by hole A7 and jack B, and inserted link 10 is made up of φ 25 spiral, for improving anchoring effect
Really, in the outside of slotting dish A6 or slotting dish B9, spiral nut of screwing on is fixed.I-steel load-bearing and enabling capabilities are strong, can
Bear lateral pressure during casting concrete cushion cap, and during crossrib cell assembly, all use the mode of grafting, efficient and convenient.
Being connected by vertical baffle 5 between crossrib cell, vertical baffle 5 is made up, in conjunction with Fig. 3 of the steel plate that thickness is 1cm
Shown in Fig. 4, vertical baffle 5 includes main dividing plate 11 and securing plate 13, and main dividing plate 11 is rectangle, the most longitudinally connected
Between crossrib cell, and the lower surface of main dividing plate 11 is connected to the recess of I-steel in crossrib cell；The one of securing plate 13
Side and the one side vertical welding of main dividing plate 11, base and the recess vertical welding of I-steel, opposite side in crossrib cell
While in arc line shaped, this vertical baffle 5, in the supporting construction of plan triangle, can improve the enabling capabilities of vertical baffle 5, and securing plate
The pressure of upper strata crossrib cell can be uniformly dispersed to lower floor's crossrib cell by 13 structures with arc line shaped.
When assembly, for can preferably guide cross rib to be stuck in efficiently on main dividing plate 11, and reduce the abrasion to cross rib, main
The upper surface of dividing plate 11 is provided with chamfering.
For convenience of vertical baffle 6 is lifted, the top of main dividing plate is provided with hole for hoist.
For improving the weight capacity of cushion cap template further, the lateral surface in crossrib cell is provided with diagonal brace, and diagonal brace is at figure
Not shown in, described diagonal brace includes that jacking and pole, jacking are connected with the lateral surface of crossrib cell, and pole one end is with jacking even
Connecing, the other end is supported in foundation pit walls, and pole is made up of φ 48 × 3.5mm steel pipe.
Use above-described non pull rod type cushion cap template, the base treatment of foundation ditch is good, after reinforcing bar binding is complete, by design
Position carries out formwork erection, first installed surface Slab element, installs perpendicular rib unit in panel unit periphery, the most alternately lifts cross rib list
Unit, vertical baffle 5, and crossrib cell and vertical baffle 5 are welded together, finally support weak section at template span centre and install tiltedly
Support is reinforced.
Claims (7)
1. a non pull rod type cushion cap template, peripheral in cube shaped panel unit including being located at interior mould, it is characterised in that: face
Slab element periphery is provided with perpendicular rib unit, and perpendicular rib unit periphery is interval with several crossrib cell, and crossrib cell includes interconnecting mutually
Connecing and surround square four cross rib, described cross rib uses Two bors d's oeuveres type I-steel；Connected by vertical baffle between crossrib cell, institute
State vertical baffle and include that main dividing plate and securing plate, described main dividing plate are rectangle, and longitudinally connected between crossrib cell, described in add
Being connected Gu a side of plate is vertical with the one side of main dividing plate, base is connected with the above vertical of crossrib cell, another side in
Arc line shaped.
A kind of non pull rod type cushion cap template the most according to claim 1, it is characterised in that:
Described cross rib includes that cross rib A and cross rib B, cross rib A are located at the front and back of perpendicular rib unit, including spaced 2
I-steel and the connecting plate being connected between I-steel, described cross rib B is located at the left side and the right side of perpendicular rib unit, including closely connecting
2 I-steel being connected together, the front-end and back-end of cross rib B are respectively clamped between the I-steel of 2 cross rib A of before and after, and pass through
Cross rib A and cross rib B is fixed together by closure.
A kind of non pull rod type cushion cap template the most according to claim 2, it is characterised in that:
Described closure includes inserting dish A, inserting dish B and inserted link, and described slotting dish A is arranged on the two ends of cross rib A, inserts and is provided with on dish A
Jack A, the described projecting lateral surface at cross rib B of slotting dish B, to insert and be provided with, on dish B, the jack B mated with jack A, inserted link is worn
Cross jack A and jack B to be fixed together by cross rib A and cross rib B.
A kind of non pull rod type cushion cap template the most according to claim 1, it is characterised in that:
The upper surface of described main dividing plate is provided with chamfering.
A kind of non pull rod type cushion cap template the most according to claim 1, it is characterised in that:
The top of described main dividing plate is provided with hole for hoist.
A kind of non pull rod type cushion cap template the most according to claim 1, it is characterised in that:
The lateral surface of described crossrib cell is provided with diagonal brace, and described diagonal brace includes jacking and pole, outside jacking is with crossrib cell
Side connects, and pole one end is connected with jacking, and the other end is supported in foundation pit walls.
A kind of non pull rod type cushion cap template the most according to claim 1, it is characterised in that:
Described perpendicular rib unit includes some vertically arranged perpendicular ribs.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620528651.2U CN205875195U (en) | 2016-06-03 | 2016-06-03 | No pull rod formula cushion cap template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620528651.2U CN205875195U (en) | 2016-06-03 | 2016-06-03 | No pull rod formula cushion cap template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205875195U true CN205875195U (en) | 2017-01-11 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620528651.2U Active CN205875195U (en) | 2016-06-03 | 2016-06-03 | No pull rod formula cushion cap template |
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| CN (1) | CN205875195U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105908769A (en) * | 2016-06-03 | 2016-08-31 | 中铁上海工程局集团有限公司 | Tie-barless bearing platform mould and installation method thereof |
-
2016
- 2016-06-03 CN CN201620528651.2U patent/CN205875195U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105908769A (en) * | 2016-06-03 | 2016-08-31 | 中铁上海工程局集团有限公司 | Tie-barless bearing platform mould and installation method thereof |
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