CN204804318U - Building templates that bottom mounting is firm - Google Patents
Building templates that bottom mounting is firm Download PDFInfo
- Publication number
- CN204804318U CN204804318U CN201520498357.7U CN201520498357U CN204804318U CN 204804318 U CN204804318 U CN 204804318U CN 201520498357 U CN201520498357 U CN 201520498357U CN 204804318 U CN204804318 U CN 204804318U
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- CN
- China
- Prior art keywords
- exterior sheathing
- layer step
- wall
- inner formword
- pressing plate
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- 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.)
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Abstract
The utility model discloses a building templates that bottom mounting is firm, including exterior sheathing and inner formword, be equipped with connecting bolt between the interior exterior sheathing, the internal surface of exterior sheathing and the internal surface of inner formword are equipped with the aluminium foil layer respectively, all be equipped with horizontal mosaic structure on exterior sheathing and the inner formword, horizontal mosaic structure including setting up, the left recess of exterior sheathing left -handed watch face and set up including, the right bead on exterior sheathing right side surface, right bead and the mutual adaptation of left recess, the bottom sprag of exterior sheathing is on the horizontal support board, and the horizontal support board is connected with the clamp plate downwards, and the clamp plate passes through the supporting component to be fixed on lower floor's wall body, this kind of template can stabilize the mounting spur on the building structure who has built, prevents to support the firm construction quality that leads to the fact and descends, simultaneously this kind of template can improve the roughness of the outer wall of pouring out.
Description
Technical field
The utility model relates to technical field of buildings, particularly relates to a kind of construction formwork.
Background technology
Often needing formwork after-pouring exterior wall at the realm of building construction, in conventional outer wall construction, often adopting split bolt to drawing formwork method support template.After external wall construction, in order to ensure the waterproof of building, insulation, the effect such as corrosion-resistant, External Wall surface is also needed to construct further.
There is following technical problem in existing construction formwork:
1., for cost and the consideration being convenient to factors such as manufacturing, install and use, existing construction formwork is mostly wooden form.After adopting wooden form to build exterior wall, exterior wall is smooth not, like this when to wall plastering, just must increase plaster layer thickness, increases material amounts and construction cost.
2. the size of individual template is limited, sometimes needs several template splicings to get up to use, and if level splicing is to adapt to the needs of building longer exterior wall, or splices the needs that adapt to build the higher exterior wall of floor height up and down.Existing template is not easily spliced, and reduces efficiency of construction; Easily there is leakage phenomenon in the seam crossing of splicing, brings waste of material.
3. after several template splicings being got up to use, owing to lacking lock solid structure between adjacent template, therefore easy because of vibration disengagement.
4. complete in the concreting of exterior wall first floor, when building the concrete of more than two layers, the vertical first floor construction formwork be supported in the building structure of having built is not easy fixation in building structure, and building structure levels meets Cha Chu and concrete mud easily occurs, builds rear irregular problem.Use construction formwork to build exterior wall, can link bolt hole be left after form removal, the link bolt hole on lower floor's body of wall in the middle of current construction, cannot be utilized.
Utility model content
The purpose of this utility model is the construction formwork providing the fixation of a kind of bottom, and this template can firmly be supported in the building structure of having built, and prevents from supporting causing construction quality to decline built on the sand; This template can improve the planeness of the exterior wall of building out simultaneously.
For achieving the above object, the construction formwork of bottom of the present utility model fixation comprises wooden exterior sheathing and inner formword, connecting bolt is provided with between inner and outer template, it is characterized in that: exterior sheathing is identical with inner formword structure, exterior sheathing and inner formword are respectively equipped with the upper and lower spaced horizontal reinforcing plates of twice, between horizontal reinforcing plates, are connected with the vertical stiffener in more than three roads;
The inner surface of described exterior sheathing and the inner surface of inner formword are respectively equipped with aluminium foil layer;
Described exterior sheathing and inner formword are equipped with horizontal splicing construction; Horizontal splicing construction comprises the left groove being arranged on inside and outside template left surface and the right fin being arranged on the right surface of inside and outside template, right fin and left groove mutually adaptive;
The bottom support of described exterior sheathing is on horizontal supporting plate, and horizontal supporting plate is connected with pressing plate downwards, and pressing plate is fixed on lower floor's body of wall by supporting component; Described supporting component comprises the carrying bolt through the link bolt hole on pressing plate and lower floor's body of wall, and the carrying bolt of pressing plate and lower floor's body of wall both sides is respectively equipped with locking nut, and pressing plate and lower floor's body of wall are locked together by locking nut.
One end of described connecting bolt is provided with locking nut and its other end is provided with butterfly snap close; The middle part of described connecting bolt is provided with protective sleeve through walls.
The cross section of described left groove is three grades of step grooves, comprises outermost layer step groove part, step groove portion, intermediate layer and innermost layer step groove part; Outermost step groove part flare;
The cross section of described right fin, in the three grade step ribs suitable with described three grades of step grooves, comprises outermost layer step rib part, intermediate layer step rib part and innermost layer step rib part; Outermost layer step rib part and innermost layer step groove body fit, intermediate layer step rib part and intermediate layer step groove body fit, tubaeform in outermost layer step groove body fit of innermost layer step rib part.
The utility model has following advantage:
The setting of aluminium foil layer, can improve the planeness of concreting exterior wall out greatly, and the plaster layer thickness of wall plastering after reducing cast, save material, improve construction quality, reduce construction cost.Wooden exterior sheathing with inner formword is arranged aluminium foil layer with employing aluminum alloy mould plate compared with, the cost of template reduces greatly.
Left groove and right fin form the right tenon structure in the left fourth of the twelve Earthly Branches, are convenient to level splicing.During level splicing, the right fin of first template is inserted in the left groove of second template, level can splice the utility model easily, adapt to the construction site that exterior wall is longer.Facilitate splicing to improve efficiency of construction, Tenon coordinate seam also compare plane want to seam be more less likely to occur concrete leak phenomenon, decreasing construction waste.
Horizontal supporting plate, pressing plate, carrying bolt and corresponding locking nut composition supporting component.When one deck building structure of having constructed, need build more last layer external wall time, (construction formwork is used to build exterior wall through the link bolt hole on pressing plate and lower floor's exterior wall carrying bolt, link bolt hole can be left) after form removal, re-use locking nut pressing plate to be locked on substrustion exterior wall, the construction formwork that now just horizontal supporting plate can be utilized reliablely and stablely to support upper strata (exterior sheathing) (inner formword in superstructure template is directly supported on the top of the substrustion of having constructed), support very convenient and firm, not easily leak during concreting, prevent levels body of wall and connect the concrete leakage of raft place, the irregular phenomenon of exterior wall after construction.
The setting of horizontal reinforcing plates and vertical stiffener, considerably increases structural strength of the present utility model.The utility model can repeatedly be dismantled and install, can repeatedly Reusability, thus saves use cost.
Left groove is three grades of step grooves, and right fin is three grades of step ribs, and such arranges convenient splicing on the one hand, makes fin completely just need not can insert groove to groove, substantially prolongs the seam between fin and groove on the other hand, and makes seam tortuous; The tortuous seam also extended has better sealing, the more difficult generation leakage phenomenon when fluid concrete.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the top view removing Fig. 1 after splicing component;
Fig. 3 is sectional structure schematic diagram of the present utility model when being supported in substrustion structure;
Fig. 4 is the schematic top plan view that two exterior sheathing levels are stitched together;
Fig. 5 is the structural representation of three grades of step grooves;
Fig. 6 is the structural representation of three grades of step ribs.
Detailed description of the invention
As shown in Figures 1 to 6, the construction formwork of bottom of the present utility model fixation comprises wooden exterior sheathing 1 and inner formword 2, connecting bolt 3 is provided with between inner and outer template 2,1, exterior sheathing 1 is identical with inner formword 2 structure, exterior sheathing 1 and inner formword 2 are respectively equipped with the upper and lower spaced horizontal reinforcing plates 4 of twice, between horizontal reinforcing plates 4, are connected with the vertical stiffener 5 in more than three roads;
The inner surface of described exterior sheathing 1 and the inner surface of inner formword 2 are respectively equipped with aluminium foil layer 6;
Described exterior sheathing 1 and inner formword 2 are equipped with horizontal splicing construction; Horizontal splicing construction comprises the left groove 7 being arranged on inside and outside template 2,1 left surface and the right fin 8 being arranged on the right surface of inside and outside template 2,1, and right fin 8 and left groove 7 are mutually adaptive;
The bottom support of described exterior sheathing 1 is on horizontal supporting plate 13, and horizontal supporting plate 13 is connected with pressing plate 14 downwards, and pressing plate 14 is fixed on lower floor's body of wall 15 by supporting component; Described supporting component comprises the carrying bolt 16 through the link bolt hole on pressing plate 14 and lower floor's body of wall 15, the carrying bolt 16 of pressing plate 14 and lower floor's body of wall 15 both sides is respectively equipped with locking nut 17, and pressing plate 14 and lower floor's body of wall 15 are locked together by locking nut 17.
One end of described connecting bolt 3 is provided with locking nut 17 and its other end is provided with butterfly snap close 18.
The middle part of described connecting bolt 3 is provided with protective sleeve 19 through walls.
Described left groove 7 cross section is three grades of step grooves, comprises outermost layer step groove part 20, step groove portion, intermediate layer 21 and innermost layer step groove part 22; Outermost step groove part flare, the tubaeform notch of inclination is convenient to the insertion of fin, and fin need not alignment indentation can be inserted completely.
The cross section of described right fin 8, in the three grade step ribs suitable with described three grades of step grooves, comprises outermost layer step rib part 23, intermediate layer step rib part 24 and innermost layer step rib part 25; Outermost layer step rib part 23 is suitable with innermost layer step groove part 22, and intermediate layer step rib part 24 is suitable with 21 points, step groove portion, intermediate layer, innermost layer step rib part 25 in suitable tubaeform of outermost layer step groove part 20.
The setting of butterfly snap close 18 and locking nut 17, can link together securely by exterior sheathing 1 and inner formword 2, and is convenient to installation and removal.
Locking nut 17 and butterfly snap close 18 are routine techniques, and its concrete structure no longer describes in detail.
During use, (construction formwork is used to build exterior wall through the link bolt hole on pressing plate 14 and lower floor's exterior wall carrying bolt 16, link bolt hole can be left) after form removal, re-using locking nut 17 is locked on substrustion exterior wall by pressing plate 14, horizontal supporting plate 13 now just can be utilized reliablely and stablely to support the exterior sheathing 1 on upper strata (inner formword 2 in superstructure template is directly supported on the top of the substrustion of having constructed), support very convenient and firm.
Owing to being provided with aluminium foil layer 6, the planeness of the exterior wall of therefore building out improves greatly, can reduce the thickness of floated coat, saves construction cost.
When level splices the utility model, the right fin 8 of first template is inserted in the left groove 7 of second template, level can splice the utility model easily, adapt to the construction site that exterior wall is longer.
When one deck building structure of having constructed, need build more last layer external wall time, (construction formwork is used to build exterior wall through the link bolt hole on pressing plate 14 and lower floor's exterior wall carrying bolt 16, link bolt hole can be left) after form removal, re-using locking nut 17 is locked on substrustion exterior wall by pressing plate 14, horizontal supporting plate 13 now just can be utilized reliablely and stablely to support the exterior sheathing 1 on upper strata (inner formword 2 in superstructure template is directly supported on the top of the substrustion of having constructed), support very convenient and firm, not easily leak during concreting.
Above embodiment is the unrestricted the technical solution of the utility model in order to explanation only, although be described in detail the utility model with reference to above-described embodiment, those of ordinary skill in the art is to be understood that: still can modify to the utility model or equivalent replacement, and not departing from any modification or partial replacement of spirit and scope of the present utility model, it all should be encompassed in the middle of right of the present utility model.
Claims (3)
1. the construction formwork of bottom fixation, comprise wooden exterior sheathing and inner formword, connecting bolt is provided with between inner and outer template, it is characterized in that: exterior sheathing is identical with inner formword structure, exterior sheathing and inner formword are respectively equipped with the upper and lower spaced horizontal reinforcing plates of twice, between horizontal reinforcing plates, are connected with the vertical stiffener in more than three roads;
The inner surface of described exterior sheathing and the inner surface of inner formword are respectively equipped with aluminium foil layer;
Described exterior sheathing and inner formword are equipped with horizontal splicing construction; Horizontal splicing construction comprises the left groove being arranged on inside and outside template left surface and the right fin being arranged on the right surface of inside and outside template, right fin and left groove mutually adaptive;
The bottom support of described exterior sheathing is on horizontal supporting plate, and horizontal supporting plate is connected with pressing plate downwards, and pressing plate is fixed on lower floor's body of wall by supporting component; Described supporting component comprises the carrying bolt through the link bolt hole on pressing plate and lower floor's body of wall, and the carrying bolt of pressing plate and lower floor's body of wall both sides is respectively equipped with locking nut, and pressing plate and lower floor's body of wall are locked together by locking nut.
2. the construction formwork of bottom according to claim 1 fixation, is characterized in that: an end of described connecting bolt is provided with locking nut and its other end is provided with butterfly snap close; The middle part of described connecting bolt is provided with protective sleeve through walls.
3. the construction formwork of bottom according to claim 1 and 2 fixation, is characterized in that: the cross section of described left groove is three grades of step grooves, comprises outermost layer step groove part, step groove portion, intermediate layer and innermost layer step groove part; Outermost step groove part flare;
The cross section of described right fin, in the three grade step ribs suitable with described three grades of step grooves, comprises outermost layer step rib part, intermediate layer step rib part and innermost layer step rib part; Outermost layer step rib part and innermost layer step groove body fit, intermediate layer step rib part and intermediate layer step groove body fit, tubaeform in outermost layer step groove body fit of innermost layer step rib part.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520498357.7U CN204804318U (en) | 2015-07-06 | 2015-07-06 | Building templates that bottom mounting is firm |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520498357.7U CN204804318U (en) | 2015-07-06 | 2015-07-06 | Building templates that bottom mounting is firm |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204804318U true CN204804318U (en) | 2015-11-25 |
Family
ID=54589164
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520498357.7U Expired - Fee Related CN204804318U (en) | 2015-07-06 | 2015-07-06 | Building templates that bottom mounting is firm |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204804318U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111058623A (en) * | 2019-12-18 | 2020-04-24 | 上海建工七建集团有限公司 | Template structure of windowsill fence and application construction method thereof |
| CN111923453A (en) * | 2020-06-22 | 2020-11-13 | 成都飞机工业（集团）有限责任公司 | Female die soft film forming tool for internal flatness of mouth-shaped part and control method |
-
2015
- 2015-07-06 CN CN201520498357.7U patent/CN204804318U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111058623A (en) * | 2019-12-18 | 2020-04-24 | 上海建工七建集团有限公司 | Template structure of windowsill fence and application construction method thereof |
| CN111923453A (en) * | 2020-06-22 | 2020-11-13 | 成都飞机工业（集团）有限责任公司 | Female die soft film forming tool for internal flatness of mouth-shaped part and control method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20151125 Termination date: 20160706 |