CN206591819U - cap template assembly - Google Patents
cap template assembly Download PDFInfo
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- CN206591819U CN206591819U CN201720313309.5U CN201720313309U CN206591819U CN 206591819 U CN206591819 U CN 206591819U CN 201720313309 U CN201720313309 U CN 201720313309U CN 206591819 U CN206591819 U CN 206591819U
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Abstract
The utility model discloses a kind of cap template assembly, including cap template, the cap template includes the first template group and the second template group, first template group includes two block-shaped identical and the first trapezoid templates for being oppositely arranged, second template group includes the second trapezoid template that two is block-shaped identical and is oppositely arranged, and the upper and lower bottom of the second trapezoid template is respectively smaller than the upper and lower bottom of the first trapezoid template and the second template group is located between two the first trapezoid templates；First template group and the second template group assembly forms the cap template of inverted trapezoidal type；Tighter beneficial to cap template external corner piece, cap template globality is stronger, is not susceptible to run mould, spillage；And set up easier；Workman's installation difficulty is reduced, efficiency of construction is improved, material cost has been saved, construction quality is more easy to be guaranteed.
Description
Technical field
The utility model is related to building field, and in particular to a kind of cap template assembly.
Background technology
Cast-in-situ steel reinforced concrete flat slab column construction has simple in construction, Path of Force Transfer simple and direct, and headroom utilization rate height etc. is excellent
Point, thus the extensive use in the structures such as basement parking garage, market place builet below the ground.The load of basement girderless floor column structure is larger,
Capital must set cap, and many using cast-in-situ steel reinforced concrete single-inclination cap.But the construction of girderless floor cap is always
One difficult point, according to conventional construction method, the template of single-inclination cap is mostly by four block sizes and the trapezoidal mould of shape identical
Plate on-site consolidation, the external corner part of trapezoid template connection is because of the smaller easily spillage of contact surface, while trapezoid template is interim by polylith
The plank sheathing combination of cutting, machining accuracy influence slit, the seam of template and template is difficult tightly, also easily produces leakage
Slurry；The reinforcing of cap template, support system set up difficulty greatly, laborious, traditional diagonal brace method form erecting technology of taking a lot of work, easily by template
Jacking is got on, and causes faulting of slab ends spillage.
Therefore, to solve problem above, it is necessary to a kind of cap template assembly, can be prevented effectively from faulting of slab ends spillage phenomenon, protect
Good engineering quality is demonstrate,proved, and it is simple in construction, it is easy to operate, improve operating efficiency.
Utility model content
In view of this, the purpose of this utility model is to overcome defect of the prior art there is provided cap template assembly, can
It is prevented effectively from faulting of slab ends spillage phenomenon, it is ensured that good engineering quality, and it is simple in construction, it is easy to operate, improve operating efficiency.
Cap template assembly of the present utility model, including cap template, the cap template include the first template group and the
Two template groups, first template group includes the first trapezoid template that two is block-shaped identical and is oppositely arranged, second template
Group includes two block-shaped identical and the second trapezoid templates for being oppositely arranged, and the upper and lower bottom of the second trapezoid template is respectively smaller than the
The upper and lower bottom of one trapezoid template and the second template group are located between two the first trapezoid templates；First template group and the second mould
Plate assembly forms the cap template of inverted trapezoidal type；Both sides waist, the first trapezoid template and the framed column template of second trapezoid template
The bottom that the bottom and the second trapezoid template connected connects with framed column template is provided with and cap tilt angles identical chamfering,
The bottom that the bottom and the second trapezoid template that one trapezoid template connects with slab form connect with slab form is provided with inclines with cap
The chamfering of angle angle complementary angle each other.
Further, the cap template assembly also includes being fixedly installed on by the first trapezoid template and the second trapezoid template shape
Into inner corner trim at wooden rib.
Further, the cap template assembly also includes conformal embedded cap template lower end and for support column hat cone plate
Right angled triangle reinforcing plate, the right angled triangle reinforcing plate is multiple and set along cap template is circumferentially distributed.
Further, the one side of the right angled triangle reinforcing plate is fixedly installed three flitches；Three flitch difference
Three sides corresponding with right angled triangle reinforcing plate are parallel and setting of aliging.
The beneficial effects of the utility model are：A kind of cap template assembly disclosed in the utility model, beneficial to cap template
External corner piece is tighter, and cap template globality is stronger, is not susceptible to run mould, spillage；Right angled triangle reinforcing plate is by coagulation
Soil is converted to the vertical and horizontal force to steel pipe support to the lateral pressure of cap template, and support system is more firm, is not susceptible to
Swollen template, race template, and set up easier；Reduce workman's installation difficulty, improve efficiency of construction, saved material into
This, construction quality is more easy to be guaranteed.
Brief description of the drawings
The utility model is further described with reference to the accompanying drawings and examples：
Fig. 1 is structural representation of the present utility model；
Fig. 2 is the structural representation of right angled triangle reinforcing plate in the utility model；
Fig. 3 is the structural representation after the utility model is assembled.
Embodiment
Fig. 1 is structural representation of the present utility model, and Fig. 2 is that the structure of right angled triangle reinforcing plate in the utility model is shown
It is intended to, Fig. 3 is the structural representation after the utility model is assembled, as illustrated, the cap template assembly in the present embodiment；Including
Cap template, the cap template includes the first template group and the second template group, and first template group includes two block-shaped phases
The first trapezoid template (including first trapezoid template 1a and the first trapezoid template 1b) that is same and being oppositely arranged, second template group
Including the second trapezoid template (including second trapezoid template 2a and the second trapezoid template 2b) that two is block-shaped identical and is oppositely arranged,
The upper and lower bottom of second trapezoid template is respectively smaller than the upper and lower bottom of the first trapezoid template and the second template group is located at two first ladders
Between shape template；First template group and the second template group assembly forms the cap template of inverted trapezoidal type；Second trapezoid template
Both sides waist, the bottom that connects with framed column template of the bottom that connects with framed column template of the first trapezoid template and the second trapezoid template it is equal
Be provided with cap tilt angles identical chamfering, bottom that the first trapezoid template connects with slab form and the second trapezoid template with
The bottom that slab form connects is provided with the chamfering with cap tilt angles complementary angle each other；Cap mould is caused by the setting of chamfering
The bottom surface of plate is contacted with framed column template top surface formation face, the top insertion slab form of cap template and the top of cap template
Side is contacted with building slab plate face, i.e., cap template bottom surface is horizontal plane, and cap template top side is vertical plane；When
So, the first trapezoid template and the second trapezoid template are equicrural ladder plate, and the upper and lower bottom of the first trapezoidal plate is respectively than the second trapezoidal plate
The long 7cm of upper and lower bottom correspondence, single-inclination cap is combined into by the way of two pieces big plate two pieces of platelets of bag；In order that second is trapezoidal
Between template and the first trapezoid template and first, second trapezoid template respectively with framed column template, the seam of slab form
It is more tight, correspondence chamfering is set respectively so that cap template external corner piece is tighter, is not susceptible to run mould, spillage, it is ensured that
Good engineering quality, and it is simple in construction, it is easy to operate, improve operating efficiency.
In the present embodiment, the cap template assembly also includes being fixedly installed on by the first trapezoid template and the second trapezoidal mould
Plate shape into inner corner trim at wooden rib 3；The wooden rib section is the square that the length of side is 5cm, is also secured to wooden rib with iron nail
On first trapezoid template and the second trapezoid template, make cap template globality stronger.
In the present embodiment, the cap template assembly also includes conformal embedded cap template lower end and for support column hat cone
The right angled triangle reinforcing plate 4 of plate, the right angled triangle reinforcing plate 4 is multiple and set along cap template is circumferentially distributed；Such as
Shown in figure, the conformal embedded cap template lower end of right angled triangle reinforcing plate 4 represents that the base angle of right angled triangle reinforcing plate 4 is inclined with cap
Angle angle complementary angle each other, and the vertical right angle of right angled triangle reinforcing plate 4 and coplanar with cap formwork sides, beneficial to by concrete
The horizontal force component and vertical force component to steel pipe support are converted into the lateral pressure of cap template；Support system is more firm
Gu, it is not susceptible to swollen template, runs template, and sets up easier.
In the present embodiment, the one side of the right angled triangle reinforcing plate 4 is fixedly installed three flitches；Three flitches
Three sides corresponding with right angled triangle reinforcing plate 4 are parallel respectively and setting of aliging；A piece flitch 5a is laterally solid with horizontal direction
The side of the bottom right-angle side of triangular plate is scheduled on, for stable triangle floor；A flitch 5b is laterallyd secure three again
The side of the hypotenuse of angular plate, the fixation for cap side form and set square；A flitch 5c is finally fixed on set square again
Vertical right-angle side, increase its contact area with support frame, Reducing distortion；The fixed form of each flitch can be solid using nail
It is fixed.
Finally illustrate, above example is only unrestricted to illustrate the technical solution of the utility model, although ginseng
The utility model is described in detail according to preferred embodiment, it will be understood by those within the art that, can be to this
The technical scheme of utility model is modified or equivalent substitution, without departing from the objective and model of technical solutions of the utility model
Enclose, it all should cover among right of the present utility model.
Claims (4)
1. a kind of cap template assembly, including cap template, it is characterised in that：The cap template includes the first template group and the
Two template groups, first template group includes the first trapezoid template that two is block-shaped identical and is oppositely arranged, second template
Group includes two block-shaped identical and the second trapezoid templates for being oppositely arranged, and the upper and lower bottom of the second trapezoid template is respectively smaller than the
The upper and lower bottom of one trapezoid template and the second template group are located between two the first trapezoid templates；First template group and the second mould
Plate assembly forms the cap template of inverted trapezoidal type；Both sides waist, the first trapezoid template and the framed column template of second trapezoid template
The bottom that the bottom and the second trapezoid template connected connects with framed column template is provided with and cap tilt angles identical chamfering,
The bottom that the bottom and the second trapezoid template that one trapezoid template connects with slab form connect with slab form is provided with inclines with cap
The chamfering of angle angle complementary angle each other.
2. cap template assembly according to claim 1, it is characterised in that：The cap template assembly also includes fixation and set
It is placed in the wooden rib of the inner corner trim formed by the first trapezoid template and the second trapezoid template.
3. cap template assembly according to claim 1, it is characterised in that：The cap template assembly also includes conformal embedding
Enter cap template lower end and for the right angled triangle reinforcing plate of support column hat cone plate, the right angled triangle reinforcing plate is multiple
And set along cap template is circumferentially distributed.
4. cap template assembly according to claim 3, it is characterised in that：The one side of the right angled triangle reinforcing plate
It is fixedly installed three flitches；Three sides corresponding with right angled triangle reinforcing plate are parallel respectively and setting of aliging for three flitches.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720313309.5U CN206591819U (en) | 2017-03-28 | 2017-03-28 | cap template assembly |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720313309.5U CN206591819U (en) | 2017-03-28 | 2017-03-28 | cap template assembly |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206591819U true CN206591819U (en) | 2017-10-27 |
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ID=60122615
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720313309.5U Active CN206591819U (en) | 2017-03-28 | 2017-03-28 | cap template assembly |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206591819U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110565948A (en) * | 2019-09-18 | 2019-12-13 | 上海建工七建集团有限公司 | Template device of inverted four-shuttle platform column cap and construction method |
-
2017
- 2017-03-28 CN CN201720313309.5U patent/CN206591819U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110565948A (en) * | 2019-09-18 | 2019-12-13 | 上海建工七建集团有限公司 | Template device of inverted four-shuttle platform column cap and construction method |
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