CN206784924U - A kind of combined type structure post steel form - Google Patents
A kind of combined type structure post steel form Download PDFInfo
- Publication number
- CN206784924U CN206784924U CN201720565091.2U CN201720565091U CN206784924U CN 206784924 U CN206784924 U CN 206784924U CN 201720565091 U CN201720565091 U CN 201720565091U CN 206784924 U CN206784924 U CN 206784924U
- Authority
- CN
- China
- Prior art keywords
- straight panel
- steel form
- nut
- long straight
- type structure
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
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Abstract
The utility model discloses a kind of combined type structure post steel form, include multiple tactic steel forms, reinforcing bolt hole is provided with steel form, front face template hole and backside template hole are respectively arranged with the front and back of steel form, constructional column steel form includes the first cramp frame, first cramp frame includes one first long straight panel, the both ends of first long straight panel are respectively arranged with the first short straight panel being connected with the first long straight panel form right angle, first short straight panel is movable to be inserted into front face template hole, two the first nut bores for being available for hex nut to penetrate are provided with first long straight panel, it is flexibly connected between two hex nuts by screw rod, one end of screw rod is provided with nut；The second cramp frame of flexible connection is provided between the back of punching block two-by-two.Combined type structure post steel form of the present utility model, fixation between simple in construction, reasonable in design, easy to use, steel form and is removed quick at later stage installation, can be reused.
Description
Technical field
Technical field of building construction is the utility model is related to, more particularly to a kind of combined type structure post steel form.
Background technology
In current building trade, autoclaved aerated block masonry wall needs to add constructional column by code requirement, constructional column be
The predetermined portion of masonry house wall, by constructional reinforcement, and mixed as made of the sequence of construction of placing concrete post after first building a wall
Solidifying earth pillar, constructional column are for reinforcing wall, first build a wall and pour into a mould the pillar of concrete afterwards, general construction procedure is：1) colligation constructs
Post steel reinforcement cage；2) wall is built a wall, and is stayed in construction and set horse tooth trough；3) support structure column template；4) constructional column concrete is poured；
5) concrete curing and form removal.In traditional construction, constructional column has very important effect for the intensity of wall, applies
All it is to be carried out matching somebody with somebody mould according to constructional column height scene during work, uses bamboo slab rubber or wood glue plate substantially, it is substantially discarded after being finished
A large amount of timber are wasted, workmen ignores the standardized construction to constructional column all the time, mostly using common wooden model
Plate, which is directly pieced together, to be bound to form construction column template, but the intensity of this construction column template is poor, installation inconvenience, and the later stage
Pour and quality and apparent defect often occur in vibrate extremely inconvenience, the constructional column for formation of constructing.
Utility model content
For defect present in prior art or deficiency, the utility model innovatively proposes a kind of combined type structure
Post steel form, fixation between simple in construction, reasonable in design, easy to use, steel form and remove quick, energy at later stage installation
It is enough to reuse.
What the technical solution of the utility model was realized in：
A kind of combined type structure post steel form, include multiple tactic steel forms, be provided with the steel form
Bolt hole is reinforced, front face template hole and backside template hole, the punching block are respectively arranged with the front and back of the steel form
The front and back of plate is provided with hex nut, and the hex nut is fixedly connected by Nut column with steel form, the structure
Post steel form is made to include for the first cramp frame of the front of steel form two-by-two flexible connection, first cramp frame to be included
First long straight panel, it is short straight that the both ends of the first long straight panel are respectively arranged with first be connected with the first long straight panel form right angle
Plate, the first short straight panel is movable to be inserted into front face template hole, and being provided with two in the first long straight panel is available for hexagonal
The first nut bore that nut penetrates, it is flexibly connected by screw rod between described two hex nuts, one end of the screw rod is set
There is the nut being rotatably connected with external thread of screw；The constructional column steel form, which also includes, is flexibly connected punching block back two-by-two
The second cramp frame, second cramp frame includes the second long straight panel, the both ends of the second long straight panel be respectively arranged with
Second short straight panel of the second long straight panel form right angle connection, the second short straight panel is movable to be inserted into backside template hole, institute
State and two the second nut bores for being available for hex nut to penetrate are provided with the second long straight panel, pass through between described two hex nuts
Screw rod is flexibly connected, and one end of the screw rod is provided with the nut being rotatably connected with external thread of screw.
Preferably, the length of the described first long straight panel is less than the second long straight panel.
Preferably, the quantity in front face template hole is adapted with the quantity of the first short straight panel on each steel form, described
The quantity in backside template hole is adapted with the quantity of the second short straight panel.
Preferably, on each steel form hex nut quantity for the quantity of the first nut bore and the second nut bore it
With.
Preferably, the height of the Nut column is identical with the thickness of the first long straight panel and the second long straight panel.
Compared with prior art, the beneficial effects of the utility model are：
The utility model discloses a kind of combined type structure post steel form, plank sheathing is replaced using steel form, and by punching block
It is flexibly connected respectively by the first cramp frame and the second cramp frame between plate and the front and back of steel form, it is simple and easy, make
Between steel form and steel form it is fixed quite it is firm, and can carry out splicing use for the constructional column of different height, it is different
The constructional column of height need to only choose steel form block number according to height can carry out matching somebody with somebody mould, upper and lower two pieces of steel forms by cramp frame,
Cooperation between hex nut and screw rod is mutually fixed, simple and fast, and constructional column Forming Quality is good, easy mold release, repeatable to make
With saving a large amount of wooden Bamboo Formworks；This new combined type structure post steel form, simple in construction, reasonable in design, easy to use,
Fixed between steel form and steel form, later stage installation and dismounting are quick, can recycle, have good promotion price
Value.
Brief description of the drawings
Fig. 1 is the positive structural representation of the utility model steel form；
Fig. 2 is the structural representation of the utility model punching block back；
Fig. 3 is side view of the present utility model；
Fig. 4 is the top view of the cramp frame of the utility model first；
Fig. 5 is the side view of the cramp frame of the utility model first；
Fig. 6 is the side view of the cramp frame of the utility model second；
Fig. 7 is the structural representation of the utility model hex nut and Nut column；
Reference：1st, steel form；2nd, bolt hole is reinforced；3rd, hex nut；4th, front face template hole；5th, backside template hole；
6th, Nut column；7th, the first cramp frame；8th, the first long straight panel；9th, the first short straight panel；10th, the first nut bore；11st, screw rod；12nd, spiral shell
It is female；13rd, the second cramp frame；14th, the second long straight panel；15th, the second short straight panel；16th, the second nut bore.
Embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the embodiment of the utility model is carried out
Clearly and completely describing, it is clear that described embodiment is only the utility model part of the embodiment, rather than whole
Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are not under the premise of creative work is made
The every other embodiment obtained, belong to the scope of the utility model protection.
As shown in figure 1 and 2, the utility model provides a kind of combined type structure post steel form, includes multiple orders
The steel form 1 of arrangement, it is provided with the steel form 1 and reinforces bolt hole 2, set respectively in the front and back of the steel form 1
It is equipped with front face template hole 4 and backside template hole 5, the front and back of the steel form 1 is provided with hex nut 3, and described six
Angle nut 3 is fixedly connected by Nut column 6 with steel form 1, and the constructional column steel form includes for will steel form is being just two-by-two
The first cramp frame 7 that face is flexibly connected, first cramp frame 7 include the first long straight panel 8, and the two of the first long straight panel 8
End is respectively arranged with the first short straight panel 9 being connected with the first long form right angle of straight panel 8, the first short 9 movable insertion of straight panel
To front face template hole 4, two the first nut bores 10 for being available for hex nut 3 to penetrate, institute are provided with the first long straight panel 8
State and be flexibly connected by screw rod 11 between two hex nuts 3, one end of the screw rod 11 is provided with and the external thread rotary of screw rod 11
Turn the nut 12 of connection；The constructional column steel form also includes the second cramp frame for being flexibly connected punching block back two-by-two
13, second cramp frame 13 includes the second long straight panel 15, and the both ends of the second long straight panel 14 are respectively arranged with and second
Second short straight panel 15 of the long form right angle of straight panel 14 connection, the second short straight panel 15 is movable to be inserted into backside template hole 5,
Two the second nut bores 16 for being available for hex nut 3 to penetrate, described two hex nuts 3 are provided with the second long straight panel 15
Between be flexibly connected by screw rod 11, one end of the screw rod 11 is provided with the nut 12 being rotatably connected with the external screw thread of screw rod 11,
The length of the first long straight panel 8 is more than the second long straight panel 14, the quantity and first in front face template hole 4 on each steel form
The quantity of short straight panel 9 is adapted, and the quantity in the backside template hole 5 is adapted with the quantity of the second short straight panel 15, described each
The quantity of hex nut 3 is the quantity sum of the first nut bore 10 and the second nut bore 16 on steel form, the height of the Nut column 6
Degree is identical with the thickness of the first long 8 and second long straight panel 14 of straight panel.
Plank sheathing is replaced using steel form, and the first cramp frame will be passed through between the front and back of steel form two-by-two respectively
7 and second cramp frame 13 be flexibly connected, it is simple and easy, make between steel form and steel form it is fixed quite it is firm, and for not
Level constructional column can carry out splicing use, and the constructional column of different height only need to choose steel form block number according to height
Carry out matching somebody with somebody mould, upper and lower two pieces of steel forms pass through matching somebody with somebody between the first cramp frame 7, the second cramp frame 13, hex nut 3 and screw rod 11
Close mutually fixed.
The preferred embodiment of the upper only utility model, it is all in this practicality not to limit the utility model
Within new spirit and principle, any modification, equivalent substitution and improvements made etc., guarantor of the present utility model should be included in
Within the scope of shield.
Claims (5)
1. a kind of combined type structure post steel form, include multiple tactic steel forms, it is characterised in that the steel form
On be provided with reinforcing bolt hole, be respectively arranged with front face template hole and backside template hole in the front and back of the steel form,
The front and back of the steel form is provided with hex nut, and the hex nut is fixed by Nut column and steel form to be connected
Connect, the constructional column steel form includes the first cramp frame for the front of steel form two-by-two to be flexibly connected, first bow
Clevis includes the first long straight panel, and the both ends of the first long straight panel are respectively arranged with what is be connected with the first long straight panel form right angle
First short straight panel, the first short straight panel is movable to be inserted into front face template hole, and two are provided with the first long straight panel
The first nut bore that hex nut penetrates is available for, is flexibly connected between two hex nuts by screw rod, the screw rod
One end is provided with the nut being rotatably connected with external thread of screw；The constructional column steel form also includes punching block back two-by-two
The second cramp frame being flexibly connected, second cramp frame include the second long straight panel, the both ends difference of the second long straight panel
The second short straight panel being connected with the second long straight panel form right angle is provided with, the second short straight panel is movable to be inserted into backside template
In hole, two the second nut bores for being available for hex nut to penetrate, two hex nuts are provided with the second long straight panel
Between be flexibly connected by screw rod, one end of the screw rod is provided with the nut being rotatably connected with external thread of screw.
2. combined type structure post steel form according to claim 1, it is characterised in that：The length of the first long straight panel is small
In the second long straight panel.
3. combined type structure post steel form according to claim 1, it is characterised in that：Positive face mould on each steel form
The quantity of plate hole is adapted with the quantity of the first short straight panel, and the quantity of the quantity in the backside template hole and the second short straight panel is mutually fitted
Match somebody with somebody.
4. combined type structure post steel form according to claim 1, it is characterised in that：Hexagonal spiral shell on each steel form
Female quantity is the first nut bore and the quantity sum of the second nut bore.
5. combined type structure post steel form according to claim 3, it is characterised in that：The height of the Nut column and first
The thickness of long straight panel and the second long straight panel is identical.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720565091.2U CN206784924U (en) | 2017-05-20 | 2017-05-20 | A kind of combined type structure post steel form |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720565091.2U CN206784924U (en) | 2017-05-20 | 2017-05-20 | A kind of combined type structure post steel form |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206784924U true CN206784924U (en) | 2017-12-22 |
Family
ID=60711902
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720565091.2U Expired - Fee Related CN206784924U (en) | 2017-05-20 | 2017-05-20 | A kind of combined type structure post steel form |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206784924U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109356386A (en) * | 2018-11-28 | 2019-02-19 | 徐州鑫固钢模有限公司 | A kind of punching block board connecting equipment |
| CN112854197A (en) * | 2021-01-14 | 2021-05-28 | 北京市政路桥股份有限公司 | Construction method of underground continuous wall |
-
2017
- 2017-05-20 CN CN201720565091.2U patent/CN206784924U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109356386A (en) * | 2018-11-28 | 2019-02-19 | 徐州鑫固钢模有限公司 | A kind of punching block board connecting equipment |
| CN112854197A (en) * | 2021-01-14 | 2021-05-28 | 北京市政路桥股份有限公司 | Construction method of underground continuous wall |
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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 |
Granted publication date: 20171222 Termination date: 20180520 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |