CN206174459U - A primary and secondary fossil fragments node structure for combined mold plate body system - Google Patents
A primary and secondary fossil fragments node structure for combined mold plate body system Download PDFInfo
- Publication number
- CN206174459U CN206174459U CN201621146356.7U CN201621146356U CN206174459U CN 206174459 U CN206174459 U CN 206174459U CN 201621146356 U CN201621146356 U CN 201621146356U CN 206174459 U CN206174459 U CN 206174459U
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- China
- Prior art keywords
- bracket
- joist
- chute
- primary
- keel
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- 239000012634 fragment Substances 0.000 title abstract 9
- 238000009415 formwork Methods 0.000 claims description 39
- 229910000831 Steel Inorganic materials 0.000 claims description 15
- 239000010959 steel Substances 0.000 claims description 15
- 210000000988 bone and bone Anatomy 0.000 claims description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 2
- 230000000694 effects Effects 0.000 abstract description 5
- 239000000725 suspension Substances 0.000 abstract 7
- 238000009416 shuttering Methods 0.000 description 11
- 238000010276 construction Methods 0.000 description 7
- 238000000034 method Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000007599 discharging Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000010030 laminating Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
- 238000004513 sizing Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
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- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model discloses a primary and secondary fossil fragments node structure for combined mold plate body system, including the main joist and through fossil fragments bracket connection in the secondary joist of main joist both sides, the spout has been seted up to the bottom of main joist, and the spout hangs in the spout and is equipped with suspension buckle, the last bar wedge hole of having seted up of suspension buckle along the length direction setting of main joist, fossil fragments bracket bearing is equipped with the cell type layer board corresponding to the secondary joist in the bottom of main joist, the both sides of fossil fragments bracket, has seted up the jack on the fossil fragments bracket, and suspension buckle inserts and locates the jack, and the wedging has the wedge piece in suspension buckle's the bar wedge hole, and the wedge piece is replaced in the bottom of fossil fragments bracket. The utility model discloses a set up fossil fragments bracket and suspension buckle in connected node department main, the secondary joist, cooperation wedge piece is fixed fossil fragments bracket and main joist, suspension buckle is smooth establish the spout of seting up on the main joist in, utilize sliding between suspension buckle and the spout, can realize the relative movement between owner, the secondary joist, play the effect of the position of adjusting owner, secondary joist.
Description
Technical field
The utility model is related to building template field, more particularly to a kind of primary and secondary skeletal frame section for Combined formwork system
Point structure.
Background technology
Building template is the important tool of xoncrete structure construction, with the development of skyscraper, cast-in-place concrete
Structural Engineering amount is increasing, and the horizontal constantly improve of form work engineering design and construction technique, description increases sharply.
At present conventional building template has：Conventional flat template and tool-typed formwork.
Traditional horizontal shuttering is made up of wood panel and flitch back cord, can be according to engineering demand come the chi of configuration template
Very little, strong adaptability is easy to control size.But, when all using conventional flat template as board house vertical formwork and level
During template, connect due to typically not doing between horizontal shuttering and vertical formwork, be also not easy to do and connect, therefore, its globality compared with
Difference, rigidity is weaker.
Frame template is that it is mainly made up of panel, frame and keel at present using a kind of wide tool-typed formwork,
Frame is welded on the side of panel four, and the two ends of keel are respectively welded on the opposite sides side of frame, panel, frame, keel and three
Sizing assembling between person is all prefabricated in the factory.Unified entirety is connected into by frame between frame template, good integrity,
Intensity is high, solves the problems, such as that the bonding strength of traditional plank sheathing is not high.
But, due to the customization dimensions of frame template it is single, once make shaping cannot change template size, spirit
Activity is poor.If the frame template of customization specific dimensions specification can increase frame template meeting specific engineering demand again
Resource input, be unfavorable for green construction.
Utility model content
Technical problem to be solved in the utility model be to provide it is a kind of can easily be accommodated keel position for combined type mould
The primary and secondary skeletal frame node structure of plate body system, sound construction and fast assembling and disassembling environmental protection.
To realize above-mentioned technique effect, the utility model discloses a kind of primary and secondary skeletal frame section for Combined formwork system
Point structure, including main joist and the secondary joist of the main joist both sides is connected to by keel bracket；The bottom of the main joist
Chute is offered, the chute arranges along the length direction of the main joist, hangs to be provided with the chute and withhold, described to withhold
Offer bar shaped wedge hole；The keel bracket support is provided with correspondence in the bottom of the main joist, the both sides of the keel bracket
Jack is offered on the groove-shaped supporting board of the secondary joist, the keel bracket, described withholding is inserted in the jack, described to hang
Wedging has wedge in the bar shaped wedge hole of button, and the wedge is resisted against the bottom of the keel bracket.
The primary and secondary skeletal frame node structure for Combined formwork system is further improved by, and the main joist is
Square steel tube, described withholding is withheld for T-shaped, and T-shaped being withheld hang head including the level in the square steel tube and be inserted in institute
State in chute and the jack and hang handle, the handle that hangs is slidedly arranged in the chute.
The primary and secondary skeletal frame node structure for Combined formwork system is further improved by, and the chute is opened up
On base plate when the horizontal positioned of the square steel tube, the level hangs the side that the both sides of head are resisted against the chute both sides
On the base plate of steel pipe, the base plate of the square steel tube of the chute both sides is provided with spacing fin, and the level hangs the both sides of head
It is provided with the limited impression corresponding to the spacing fin.
The primary and secondary skeletal frame node structure for Combined formwork system is further improved by, and the level hangs head
It is respectively less than with the thickness for hanging handle or equal to the width of the chute.
The primary and secondary skeletal frame node structure for Combined formwork system is further improved by, the wedge
Side is resisted against the bottom of the keel bracket, and the opposite side of the wedge is in hypotenuse.
The primary and secondary skeletal frame node structure for Combined formwork system is further improved by, the bar shaped wedge hole
Hang on handle described in being opened in, the distance of the first end to the chute in the bar shaped wedge hole is less than described on the keel bracket
The length of jack, the distance at second end to keel bracket in the bar shaped wedge hole is more than the minimum widith of the wedge and is less than
The Breadth Maximum of the wedge.
The primary and secondary skeletal frame node structure for Combined formwork system is further improved by, the groove-shaped supporting board
It is described secondary including the bottom bracket for being fixedly connected on the keel bracket and the sidepiece limiting plate located at the bottom bracket both sides
Keel are held in the bottom bracket and the both sides of the secondary joist fit in the sidepiece limiting plate.
The primary and secondary skeletal frame node structure for Combined formwork system is further improved by, the main joist
Top surface is flushed with the top surface of the secondary joist.
The utility model is as a result of above technical scheme so as to have the advantages that：By in main joist and
Keel bracket is set at the connecting node of secondary joist and is withheld, keel bracket support is withheld in main joist and the bottom of secondary joist
It is plugged on main joist and keel bracket, and coordinates wedge to be fixed keel bracket and main joist, further, withholds
Be slidably installed in the chute opened up on main joist, using the sliding withheld between chute, it is possible to achieve secondary joist and main joist it
Between relative movement, play a part of adjust primary and secondary keel position, improve keel flexibility.Keel bracket and main joist
Between using withhold and wedge connection, be easy to dismounting, can be recycled.
Description of the drawings
Fig. 1 is the structural representation of the primary and secondary skeletal frame node structure that the utility model is used for Combined formwork system.
Fig. 2 is the use state schematic diagram of the primary and secondary skeletal frame node structure that the utility model is used for Combined formwork system.
Fig. 3 is the main joist that is used in the primary and secondary skeletal frame node structure of Combined formwork system of the utility model and withhold
Assembling schematic diagram.
Fig. 4 is the main joist that is used in the primary and secondary skeletal frame node structure of Combined formwork system of the utility model and withhold
The side schematic view of assembling structure.
Fig. 5 and Fig. 6 are the combined type of the primary and secondary skeletal frame node structure for being used for Combined formwork system using the utility model
The structural representation of template system.
Specific embodiment
Below in conjunction with the accompanying drawings and specific embodiment is described in further detail to the utility model.
First, refering to shown in Fig. 1~4, the utility model is used for the primary and secondary skeletal frame node structure 10 of Combined formwork system
Mainly include main joist 11 and the secondary joist 12 of the both sides of main joist 11 is connected to by keel bracket 13.Open the bottom of main joist 11
Chute 111 is provided with, the chute 111 is arranged along the length direction of main joist 11, is hung to be provided with chute 111 and is withheld 14, and this withholds 14
On offer bar shaped wedge hole 140.The support of keel bracket 13 in the bottom of main joist 11, the both sides of keel bracket 13 be provided with corresponding to
The groove-shaped supporting board 131 of secondary joist 12, on the keel bracket 13 jack 130 is offered, and is withheld 14 and is inserted in the jack 130, is withheld
Wedging has wedge 15 in 14 bar shaped wedge hole 140, and the wedge 15 is resisted against the bottom of keel bracket 13.
The utility model is used for the primary and secondary skeletal frame node structure of Combined formwork system by main joist and secondary joist
Keel bracket is set at connecting node and is withheld, keel bracket support is withheld and be plugged in master in main joist and the bottom of secondary joist
On keel and keel bracket, and coordinate wedge to be fixed keel bracket and main joist, further, withhold and be slidably installed in master
In the chute opened up on keel, using the sliding withheld between chute, it is possible to achieve relative between secondary joist and main joist
It is mobile, play a part of the position for adjusting primary and secondary keel, improve the flexibility of keel.Adopt between keel bracket and main joist
Withhold and wedge connection, be easy to dismounting, can be recycled.
In the present embodiment, main joist is square steel tube, and chute 111 is opened on base plate when square steel tube is horizontally disposed with.Hang
Button 14 is withheld for T-shaped, 141 and one is hung by a level and is hung handle 142 and is constituted, and hangs handle 142 and is vertically connected to the bottom that level hangs 141
Portion middle part.The level for withholding 14 hangs 141 in square steel tube, withholds 14 cunning that handle 142 is inserted in the bottom of main joist 11 of hanging
In groove 111, and hang handle 142 and be slidedly arranged in the chute 111, so that withhold 14 can slide along chute 111.Level hangs head
141 both sides are resisted against on the base plate of the square steel tube of the both sides of chute 111, and the base plate of the square steel tube of the both sides of chute 111 is provided with limit
Position fin 112, level is hung 141 both sides and is provided with limited impression 113 corresponding to spacing fin 112, using spacing fin 112
With the cooperation of limited impression 113, it can be ensured that withhold 14 in sliding process, its level hangs 141 will not be fallen from chute 111
Fall, and slip does not steadily deviate by the sliding trace of chute 111.
The level for withholding 14 is hung 141 and hangs the thickness of handle 142 and is respectively less than or equal to the width of chute 111, in order to hang
Its level can be hung 141 and be inserted in main joist by button 14 through chute 111.During installation, 14 will be withheld and turn to its level
Hang 141 consistent with the direction of chute 111, level is hung into 141 and is entered in main joist through chute 111；Then will withhold
14 go back to, and make level hang a spacing fin 112 for the alignment chute 111 of the limited impression of 141 both sides 113 both sides, and level is hung
The limited impression 113 of 141 both sides is stuck on the spacing fin 112 of the both sides of chute 111, completes to withhold the peace of 14 and main joist
Dress.
Withhold the bar shaped wedge hole 140 on 14 and be opened in and hang on handle 142, bar shaped wedge hole 140 sets along the length direction for hanging handle 142
Put, the side of wedge 15 is resisted against the bottom of keel bracket 13, and the opposite side of wedge 15 is in hypotenuse.Bar shaped wedge hole 140
, less than the length of the jack 130 on keel bracket 13, second end in bar shaped wedge hole 140 is to dragon for the distance of first end to chute 111
Minimum widith of the distance of bone bracket 13 more than wedge 15 and the Breadth Maximum less than wedge 15, it is ensured that by the wedge of wedge 15
After entering the bar shaped wedge hole 140 withheld on 14, wedge 15 can be firmly against keel bracket 13, by keel bracket 13 securely
Installed in the bottom of main joist.
The both sides of keel bracket 13 are provided with groove-shaped supporting board 131, and groove-shaped supporting board 131 includes being fixedly connected on keel bracket 13
Bottom bracket and the sidepiece limiting plate located at bottom bracket both sides, secondary joist is held in bottom bracket and the both sides of secondary joist are pasted
Together in sidepiece limiting plate, so as to secondary joist to be connected to the both sides of main joist using the groove-shaped supporting board 131 of the both sides of keel bracket 13,
Complete main joist to be connected with the node of secondary joist.
By the height of adjustment keel bracket 13, the top surface of main joist 11 thereon and the top of the secondary joist 12 of both sides can be made
Face flushes, and to provide the model sheetinstallat face of a flat smooth, improves support effect of the keel to template.
Coordinate again shown in Fig. 5 and Fig. 6, be a kind of Combined formwork body of application the utility model primary and secondary skeletal frame node structure
System, the Combined formwork system (does not show horizontal mould by vertical formwork structure 31, level switching bracket 32 and horizontal shuttering in figure
Plate) constitute.Wherein, vertical formwork structure 31 is spliced to form using multiple frame templates 30, is a kind of tool-type typified form, whole
Body is strong, rigidity is high, can make significantly face die plate.Horizontal shuttering is made using traditional plank sheathing or glued mould, is drawn materials
It is convenient, it is easy to cut, can go out meet the template size of engineering according to construction demand on-site cutting, flexibility ratio is high, will not be customized
The restriction of dimensions.
Level switching bracket 32 has a switching frame 34 and the keel structure being connected in the switching frame 34, side of transferring
In vertical formwork structure 31, keel structure is connected in switching frame 34 assembly connection of frame 34, is formed with for horizontal shuttering peace
The model sheetinstallat face of dress.Supported rod erecting is connected with the bottom of the keel structure of level switching bracket 32 (support is not shown in figure
Vertical rod), supported rod erecting vertical supporting is transferred between lower floor's horizontal structure and level switching bracket 32 in horizontal shuttering and level
During 32 bearing load of bracket, load can be transferred directly on lower floor's horizontal structure by supported rod erecting, bracket that level is transferred
32 and horizontal shuttering thereon carry out fast discharging.
Combined formwork system forms vertical formwork structure using frame template splicing, using conventional flat template as water
Flat die plate, by connecting level switching bracket at the top of vertical formwork structure, then horizontal shuttering is turned installed in the level
Connect on bracket, so as to vertical edges frame template and horizontal shuttering are connected into into a unified entirety using the level switching bracket,
The stability of building structure is improve, and construction precision can be better ensured that.
Main joist 11 and secondary joist 12 that keel structure in combinations thereof formula template system is arranged by transverse and longitudinal both direction,
And main joist 11 is located on same supporting surface with secondary joist 12, the template that on the one hand can provide smooth laminating for horizontal shuttering
Mounting surface, on the other hand can reinforce each other between the main joist 11 and secondary joist 12 in being same as on supporting surface, improve keel knot
The structural strength and globality of structure.Wherein, 11 main support reinforcement effects of main joist, elongated setting, after secondary joist 12 cuts off
It is connected with main joist 11 again, main joist 11 and secondary joist 12 is connected using the utility model primary and secondary skeletal frame node structure, can makes
Main joist is located between same supporting surface, and secondary joist 12 and main joist 11 with secondary joist can be passed through chute 111 and withhold 14 to enter
Line slip, after sliding in place, is withheld in the bar shaped wedge hole 140 on 14 with the insertion of wedge 15, is positioned.By changing master
The position of keel 11 and secondary joist 12, can be easy to the overall dimensions of adjustment keel structure, such that it is able to more accurately turn with outside
Edge fit frame connects, and constitutes the level switching bracket of size adjustable, preferably coordinates vertical formwork structure and horizontal shuttering to use, energy
Enough better ensure that construction precision and avoid waste of material.
The utility model is described in detail above in association with drawings and Examples, those skilled in the art can
Make many variations example to the utility model according to the above description.Thus, some of embodiment details should not be constituted to this reality
With new restriction, the utility model is by the scope defined using appended claims as protection domain of the present utility model.
Claims (8)
1. a kind of primary and secondary skeletal frame node structure for Combined formwork system, it is characterised in that：Including main joist and by dragon
Bone bracket is connected to the secondary joist of the main joist both sides；The bottom of the main joist offers chute, and the chute is along described
The length direction of main joist is arranged, and is hung to be provided with the chute and is withheld, and described withholding offers bar shaped wedge hole；The keel support
In the bottom of the main joist, the both sides of the keel bracket are provided with the groove-shaped supporting board corresponding to the secondary joist, institute to frame support
State and jack is offered on keel bracket, described withholding is inserted in the jack, there be wedging in the bar shaped wedge hole withheld
Wedge, the wedge is resisted against the bottom of the keel bracket.
2. the primary and secondary skeletal frame node structure of Combined formwork system is used for as claimed in claim 1, it is characterised in that：The master
Keel are square steel tube, and described withholding is withheld for T-shaped, and T-shaped being withheld hang head including the level in the square steel tube and insert
Handle is hung in the chute with the jack, the handle that hangs is slidedly arranged in the chute.
3. the primary and secondary skeletal frame node structure of Combined formwork system is used for as claimed in claim 2, it is characterised in that：The cunning
On base plate when groove is opened in the horizontal positioned of the square steel tube, the level is hung the both sides of head and is resisted against the chute both sides
On the base plate of the square steel tube, the base plate of the square steel tube of the chute both sides is provided with spacing fin, and the level hangs head
Both sides be provided with limited impression corresponding to the spacing fin.
4. the primary and secondary skeletal frame node structure of Combined formwork system is used for as claimed in claim 2, it is characterised in that：The water
Flat head and the thickness for hanging handle of hanging is respectively less than or equal to the width of the chute.
5. the primary and secondary skeletal frame node structure of Combined formwork system is used for as claimed in claim 2, it is characterised in that：The wedge
The side of shape part is resisted against the bottom of the keel bracket, and the opposite side of the wedge is in hypotenuse.
6. the primary and secondary skeletal frame node structure of Combined formwork system is used for as claimed in claim 5, it is characterised in that：The bar
Shape wedge hole is hung on handle described in being opened in, and the distance of the first end to the chute in the bar shaped wedge hole is less than on the keel bracket
The jack length, the minimum widith of the distance at second end to keel bracket in the bar shaped wedge hole more than the wedge
And less than the Breadth Maximum of the wedge.
7. the primary and secondary skeletal frame node structure of Combined formwork system is used for as claimed in claim 1, it is characterised in that：The groove
Type supporting plate includes being fixedly connected on the bottom bracket and the sidepiece limiting plate located at the bottom bracket both sides of the keel bracket,
The secondary joist is held in the bottom bracket and the both sides of the secondary joist fit in the sidepiece limiting plate.
8. the primary and secondary skeletal frame node structure of Combined formwork system is used for as claimed in claim 1, it is characterised in that：The master
The top surface of keel is flushed with the top surface of the secondary joist.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621146356.7U CN206174459U (en) | 2016-10-21 | 2016-10-21 | A primary and secondary fossil fragments node structure for combined mold plate body system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621146356.7U CN206174459U (en) | 2016-10-21 | 2016-10-21 | A primary and secondary fossil fragments node structure for combined mold plate body system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206174459U true CN206174459U (en) | 2017-05-17 |
Family
ID=58680715
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621146356.7U Expired - Fee Related CN206174459U (en) | 2016-10-21 | 2016-10-21 | A primary and secondary fossil fragments node structure for combined mold plate body system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206174459U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109208890A (en) * | 2018-10-30 | 2019-01-15 | 庆益石家庄建材租赁有限公司 | Truss and truss aluminium alloy tunnel form for aluminum alloy mould plate |
| CN111188448A (en) * | 2020-01-13 | 2020-05-22 | 深圳市奇信集团股份有限公司 | Unit type adjustable suspended ceiling structure |
-
2016
- 2016-10-21 CN CN201621146356.7U patent/CN206174459U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109208890A (en) * | 2018-10-30 | 2019-01-15 | 庆益石家庄建材租赁有限公司 | Truss and truss aluminium alloy tunnel form for aluminum alloy mould plate |
| CN111188448A (en) * | 2020-01-13 | 2020-05-22 | 深圳市奇信集团股份有限公司 | Unit type adjustable suspended ceiling structure |
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|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170517 |
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| CF01 | Termination of patent right due to non-payment of annual fee |