CN207643373U - A kind of prefabricated anchor block adjustable composite steel form - Google Patents
A kind of prefabricated anchor block adjustable composite steel form Download PDFInfo
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- CN207643373U CN207643373U CN201721868725.8U CN201721868725U CN207643373U CN 207643373 U CN207643373 U CN 207643373U CN 201721868725 U CN201721868725 U CN 201721868725U CN 207643373 U CN207643373 U CN 207643373U
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- plate
- bed die
- side form
- anchor block
- composite steel
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Abstract
The utility model discloses a kind of prefabricated anchor block adjustable composite steel forms, including bed die, two pieces of side forms are set on the bed die, and side form connect with bed die and can be moved horizontally on bed die, head plate is provided between side form, head plate is connect with side form respectively, and head plate bottom is contacted with bed die top surface, and anchor plate forming cavity is formed between bed die, side form and head plate.The use of the utility model, ensure that the precision of prefabricated anchor block formwork erection, reduces formwork erection, removes difficulty, be conducive to the working efficiency for improving subsequent handling, while steel template is used in turn, and has achieved the effect that reduce construction cost.
Description
Technical field
The utility model belongs to technical field of building construction, and in particular to a kind of prefabricated anchor block adjustable composite punching block
Plate.
Background technology
Prefabricated anchoring is block-shaped more irregular, and internal pre-buried prestressing force anchor head installation requirement is higher, and prefabricated anchor
Gu number of blocks is more, construction period is longer, prefabricated according to conventional template, can go out formwork erection, remove difficult, construction efficiency
It is low, the larger situation of form work engineering waste of material.
Utility model content
Technical problem to be solved in the utility model is existing prefabricated anchor block formwork erection, removes difficult, construction effect
Rate is low, and form work engineering waste of material is larger, and its purpose is to provide a kind of prefabricated anchor block adjustable composite steel form, the combinations
Steel form is convenient to assemble and disassemble, is used in turn rate height, effectively improves the working efficiency of site operation.
The utility model is achieved through the following technical solutions：
Two pieces of side forms, and side form are arranged on the bed die for a kind of prefabricated anchor block adjustable composite steel form, including bed die
It connecting and can be moved horizontally on bed die with bed die, head plate is provided between side form, head plate is connect with side form respectively,
And head plate bottom is contacted with bed die top surface, and anchor plate forming cavity is formed between bed die, side form and head plate.Anchor block is reinforcing bar
Concrete prefabricated element is irregular rectangle, pre-buried stress distribution steel beam anchor head is needed in anchor block.Due to prestressed anchor
Head needs to control its concentricity, thus in pre-buried installation need on prefab-form precise positioning, and be connected firmly, this programme passes through
It is provided with two pieces of side forms on bed die, head plate is set between side form, utilizes one piece of bed die, two pieces of side forms and two pieces of head plate structures
It is adjusted relative to the movement of bed die to realize at anchor plate forming cavity, and by side form, to ultimately form the shape of anchor block
Shape, when such concreting, will not deform, and convenient to assemble and disassemble, are used in turn rate height, effectively improve the work of site operation
Efficiency.
Wherein bed die includes end template, and end template is made of steel plate, and bed die cross-brace plate is provided with below end template
With bed die longitudinal supporting plate, support plate is all shaped steel, the setting of bed die cross-brace plate end template and bed die longitudinal supporting plate it
Between and fix with end template and bed die longitudinal supporting plate, be provided with strip-shaped hole, bar shaped on outermost bed die cross-brace plate
Bolt is provided in hole, bolt passes through corresponding side form, and side form being capable of and rotation mobile relative to bolt.Bolt and strip-shaped hole
Cooperation so that side form, can be inside and outside mobile in the case where being connect with bed die, and adjustable angle.Basis is answered in advance on end template
The installation site of power anchor head is provided with several circular mounting holes, and prestressing force anchor head is fixed on end template by screw rod
On.
Installation for the ease of head plate and progress located lateral, limit is provided on side wall of the bed die close to head plate
Plate, and limiting plate is fixed with end template and corresponding bed die cross-brace plate, head plate is contacted with close limiting plate, in order to just
Head plate is extracted in operating personnel, the top of head plate is provided with handle.
And side form includes main joist, and several secondary joists are fixed on main joist, secondary joist is fixed with side template, and side form
Plate is fixed with all secondary joists on the same side form, and secondary joist is arranged between main joist and side template, will be every piece in side form
In the fixed main joist of the secondary joist of side form on face close to each other, screw bolt reinforcing plate is also both provided on main joist to increase
Bolt passes through the intensity of place's main joist, and screw bolt reinforcing plate is fixed with main joist, and bolt passes through screw bolt reinforcing plate and main joist, is
Tension side form is carried out, ensures the fastness of structure, is provided with screw rod between side form, screw rod passes through two pieces of side forms, outside screw rod
Wing nut being cased on wall, and side form is arranged between wing nut, screw rod passes through place's main joist insufficient strength in order to prevent,
Screw rod securing plate is both provided on main joist, and screw rod securing plate is fixed with main joist, screw rod passes through screw rod securing plate, butterfly spiral shell
Mother contacts when fixed with screw rod securing plate.Before prefabricated anchor block concreting, first prestressing force anchor head is installed to bed die,
Then reinforcing bar binding and other installation of embedded parts are carried out, before concreting, are reinforced both sides side form drawknot using high-strength bolt
Closely；After the completion of pouring, high-strength bolt will be reinforced and removed, and by side form displacement, dismounting.
The utility model compared with prior art, has the following advantages and advantages：The use of the utility model is protected
The precision of prefabricated anchor block formwork erection has been demonstrate,proved, formwork erection has been reduced, removes difficulty, has been conducive to the work effect for improving subsequent handling
Rate, while steel template is used in turn, and has achieved the effect that reduce construction cost.
Description of the drawings
Attached drawing described herein is used for providing further understanding the utility model embodiment, constitutes the one of the application
Part does not constitute the restriction to the utility model embodiment.In the accompanying drawings：
FIG. 1 is a schematic structural view of the utility model；
Fig. 2 is the side view of the utility model；
Fig. 3 is the vertical view of bed die；
Fig. 4 is the structural schematic diagram of side form；
Fig. 5 is the structural schematic diagram of head plate.
Label and corresponding parts title in attached drawing：
1- side forms, 1-1- side templates, 1-2- secondary joists, 1-3- screw rod securing plates, 1-4- main joists, 1-5- screw bolt reinforcings
Plate, 2- prestressing force anchor heads, 3- bed dies, 3-1- bed die cross-brace plates, 3-2- end templates, 3-3- mounting holes, 4- head plates, 4-1-
Handle, 5- screw rods, 6- wing nuts, 7- bolts, 8- strip-shaped holes, 9- limiting plates.
Specific implementation mode
To make the purpose of this utility model, technical solution and advantage be more clearly understood, with reference to embodiment and attached drawing,
The utility model is described in further detail, and the exemplary embodiment and its explanation of the utility model are only used for explaining this
Utility model is not intended to limit the scope of the present invention.
Embodiment
As shown in Figures 1 to 5, a kind of prefabricated anchor block adjustable composite steel form, hardware configuration include bed die 3,
Middle bed die includes end template 3-2, and bed die cross-brace plate 3-1 and bed die longitudinal supporting plate, bed die are provided with below end template 3-2
Cross-brace plate 3-1 be arranged between end template 3-2 and bed die longitudinal supporting plate and with end template 3-2 and bed die longitudinal supporting plate
It is fixed, it is provided with strip-shaped hole 8 on outermost bed die cross-brace plate 3-1, bolt 7 is provided in strip-shaped hole 8, in end template
It is provided with two pieces of side forms 1 at 3-2, side form 1 includes main joist 1-4, and several secondary joist 1-2 are fixed on main joist 1-4, secondary
Keel 1-2 is fixed with side template 1-1, and side template 1-1 and all secondary joist 1-2 on the same side form 1 are fixed, secondary joist 1-
2 are arranged between main joist 1-4 and side template 1-1, in side form 1 in the fixed main joist 1-4 of the secondary joist 1-2 of every piece of side form 1
On face close to each other, screw bolt reinforcing plate 1-5, and screw bolt reinforcing plate 1-5 and main joist 1- are also both provided on main joist 1-4
4 fix, bolt 7 pass through strip-shaped hole 8, screw bolt reinforcing plate 1-5 and main joist 1-4, and side form 1 can relative to bolt 7 move and
It rotates, screw rod 5 is provided between side form 1, screw rod 5 passes through two pieces of side forms 1, wing nut 6, and side form 1 are cased on 5 outer wall of screw rod
It is arranged between wing nut 6, screw rod securing plate 1-3, and screw rod securing plate 1-3 and main joist is both provided on main joist 1-4
1-4 is fixed, and screw rod 5 passes through screw rod securing plate 1-3, wing nut 6 to be contacted with screw rod securing plate 1-3 when fixing.
Two pieces of head plates 4 are provided between side form 1, head plate 4 is connect with side form 1 respectively, and 4 bottom of head plate and bottom
3 top surface of mould contacts, and anchor plate forming cavity is formed between bed die 3, side form 1 and head plate 4, bed die 3 is on the side wall of head plate 4
Be provided with limiting plate 9, and limiting plate 9 is fixed with end template 3-2 and corresponding bed die cross-brace plate 3-1, head plate 4 with it is close
Limiting plate 9 contact, the top of head plate 4 is provided with the handle 4-1 held convenient for construction personnel.
Bed die 1 is used for prestressing force anchor head according to prestressing force anchor head installation requirements, end template 3-2 reserved bolt mounting hole 3-3
2 installations, bed die lower part is using channel steel as support keel, and in order to connect both sides side form, item is reserved in channel-section steel keel end
Shape hole 8 is connected bed die and side form using bolt 7, is formed removable hinged；Side form is processed into using square steel tube and steel plate
Apertured hole is stayed on special-shaped keel, top, is used for high-strength bolt drawknot.
Template is processed：Stay the hole for setting and reinforcing prestressing force anchor head 2 on end template 3-2, and by itself and bed die cross-brace
Plate 3-1, bed die longitudinal supporting plate, limiting plate 9 form bed die by welding；By side template 1-1, secondary joist 1-2, main joist 1-
4, high-strength bolt securing plate 1-3, screw bolt reinforcing plate 1-5 form the right and left side form by welding；By head plate 4, handle 4-1
It is welded as a whole, forms head plate.
Template assemblies：Bed die 3 is positioned on ground grading, and is connected side form 1 using bolt 7, and makes a left side
Right both sides side form 1 is in the relaxed state to fall outwardly, and gets out corresponding head plate 4.
Anchor block reinforced concrete construction：It, can prestressed anchor head 2 after the completion of template assemblies.Due to end template 3-2
The bolt mounting holes 3-3 for setting 2 installation of prestressing force anchor head is stayed, prestressing force anchor head is placed into corresponding position, and use anchor head screw rod
Reinforcing；Prestressing force anchor head can carry out reinforcing bar binding work after installation is complete.
Formwork reinforcement and dismounting：Before concreting, both sides side form is reinforced using high-strength bolt 5,6 drawknot of wing nut,
And head plate 4 is inserted into combined steel formwork end, you can casting concrete；When form removable, high-strength bolt 5, butterfly are unclamped first
Then shape nut 6 fell both sides side form, and remove head plate 4, completed form removal.
It needs to be cleared up after form removable, and the releasing agent of brushing in due course, so that next time is used in turn.
Above-described specific implementation mode, to the purpose of this utility model, technical solution and advantageous effect carried out into
One step is described in detail, it should be understood that the foregoing is merely specific embodiment of the present utility model, is not used to limit
Determine the scope of protection of the utility model, within the spirit and principle of the utility model, any modification for being made equally is replaced
It changes, improve, should be included within the scope of protection of this utility model.
Claims (10)
1. a kind of prefabricated anchor block adjustable composite steel form, which is characterized in that including bed die (3), be arranged on the bed die (3)
Two pieces of side forms (1), and side form (1) connect with bed die (3) and can be moved horizontally on bed die (3), side form is arranged between (1)
There are head plate (4), head plate (4) to be connect respectively with side form (1), and head plate (4) bottom is contacted with bed die (3) top surface, bed die
(3), anchor plate forming cavity is formed between side form (1) and head plate (4).
2. a kind of prefabricated anchor block adjustable composite steel form according to claim 1, which is characterized in that the bed die
(3) include end template (3-2), bed die cross-brace plate (3-1) and bed die longitudinal supporting plate be provided with below end template (3-2),
Bed die cross-brace plate (3-1) be arranged between end template (3-2) and bed die longitudinal supporting plate and with end template (3-2) and bed die
Longitudinal supporting plate is fixed, and strip-shaped hole (8) is provided on outermost bed die cross-brace plate (3-1), is arranged in strip-shaped hole (8)
There is bolt (7), bolt (7) passes through corresponding side form (1), and side form (1) being capable of and rotation mobile relative to bolt (7).
3. a kind of prefabricated anchor block adjustable composite steel form according to claim 2, which is characterized in that the end template
Several mounting holes (3-3) for being positioned to prestressing force anchor head (2) are provided on (3-2).
4. a kind of prefabricated anchor block adjustable composite steel form according to claim 2, which is characterized in that the bed die
(3) limiting plate (9), and limiting plate (9) and end template (3-2) and corresponding bed die are provided on the side wall of head plate (4)
Cross-brace plate (3-1) is fixed, and head plate (4) is contacted with close limiting plate (9).
5. a kind of prefabricated anchor block adjustable composite steel form according to claim 4, which is characterized in that the head plate
(4) top is provided with handle (4-1).
6. a kind of prefabricated anchor block adjustable composite steel form according to claim 2, which is characterized in that the side form
(1) include main joist (1-4), several secondary joists (1-2) are fixed on main joist (1-4), secondary joist (1-2) is fixed with side form
Plate (1-1), and side template (1-1) and all secondary joists (1-2) on the same side form (1) are fixed, secondary joist (1-2) setting exists
Between main joist (1-4) and side template (1-1).
7. a kind of prefabricated anchor block adjustable composite steel form according to claim 6, which is characterized in that the main joist
Screw bolt reinforcing plate (1-5) is both provided on (1-4), and screw bolt reinforcing plate (1-5) is fixed with main joist (1-4), bolt (7) passes through
Screw bolt reinforcing plate (1-5) and main joist (1-4).
8. a kind of prefabricated anchor block adjustable composite steel form according to claim 6, which is characterized in that the side form
(1) screw rod (5) is provided between, screw rod (5) passes through two pieces of side forms (1), wing nut (6), and side are cased on screw rod (5) outer wall
Mould (1) is arranged between wing nut (6).
9. a kind of prefabricated anchor block adjustable composite steel form according to claim 8, which is characterized in that the main joist
Screw rod securing plate (1-3) is both provided on (1-4), and screw rod securing plate (1-3) is fixed with main joist (1-4), screw rod (5) passes through
Screw rod securing plate (1-3), wing nut (6) contact when fixed with screw rod securing plate (1-3).
10. a kind of prefabricated anchor block adjustable composite steel form according to claim 6, which is characterized in that the side form
(1) on face close to each other in the fixed main joist (1-4) of the secondary joist (1-2) of every piece of side form (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721868725.8U CN207643373U (en) | 2017-12-27 | 2017-12-27 | A kind of prefabricated anchor block adjustable composite steel form |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721868725.8U CN207643373U (en) | 2017-12-27 | 2017-12-27 | A kind of prefabricated anchor block adjustable composite steel form |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207643373U true CN207643373U (en) | 2018-07-24 |
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ID=62875688
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721868725.8U Active CN207643373U (en) | 2017-12-27 | 2017-12-27 | A kind of prefabricated anchor block adjustable composite steel form |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207643373U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112726445A (en) * | 2020-12-30 | 2021-04-30 | 中铁六局集团北京铁路建设有限公司 | Side wall design steel form supporting construction |
| CN112726443A (en) * | 2020-12-30 | 2021-04-30 | 中铁六局集团北京铁路建设有限公司 | Construction method of side wall shaping steel formwork supporting structure |
-
2017
- 2017-12-27 CN CN201721868725.8U patent/CN207643373U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112726445A (en) * | 2020-12-30 | 2021-04-30 | 中铁六局集团北京铁路建设有限公司 | Side wall design steel form supporting construction |
| CN112726443A (en) * | 2020-12-30 | 2021-04-30 | 中铁六局集团北京铁路建设有限公司 | Construction method of side wall shaping steel formwork supporting structure |
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