CN205134937U - Building templates for concrete placement - Google Patents
Building templates for concrete placement Download PDFInfo
- Publication number
- CN205134937U CN205134937U CN201520785437.0U CN201520785437U CN205134937U CN 205134937 U CN205134937 U CN 205134937U CN 201520785437 U CN201520785437 U CN 201520785437U CN 205134937 U CN205134937 U CN 205134937U
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- China
- Prior art keywords
- pin
- gusset
- flat
- hole
- scute
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Abstract
The utility model provides a building templates for concrete placement, includes: the flat -die board, along the lateral part of treating the deposit concrete wall body around setting up, flat -die board edge all around is equipped with outline, last the opening of outline has first pinhole, the L angle steel that appears is connected along treating between the deposit concrete wall body side corner phase neighbour flat -die board, the corner board sets up on the top of flat -die board, for transversal cylinder mechanism of personally submitting L shape, the L scute that appears away sets up on the top of flat -die board, walk the transversal L of the personally submitting shape of scute, L appear away the scute be equipped with mutually perpendicular first walk the scute and the scute is walked to the second, first scute or the second walked is walked to open on the scute and is had the fourth pinhole of being connected with the first pinhole of flat -die board. The utility model discloses pinhole mode high -speed joint is all adopted in each connection, assembles the flexibility, assembles to make things convenient for with the form removal, and work efficiency improves greatly, has reduced construction cost, and main part planar template is made by fiber reinforcement composite plastic board, light in weight, and the turnover number of times is many, and concreted structure levels after the drawing of patterns.
Description
Technical field
The utility model relates to construction formwork field, is especially the many pouring concrete construction formworks comparatively saving material of a kind of service efficiency height number of turnover.
Background technology
In modern economy society, housing-group is based on steel and concrete structure, the construction formwork of steel and concrete structure mostly is wooden template, combined steel formwork, bamboo wooden agglutination formwork, a few class of all-steel big shuttering, when constructing, a large amount of human cost is needed to be undertaken assembled by construction formwork, then concrete perfusion, also must stripping again after having constructed, and metope also needs again whitewash and make waterproofing course, a large amount of manpower being consumed in whole process, also easily producing life injury when constructing.
And because China's timber resources is comparatively poor, a large amount of uses of wooden template can produce very large harm to environment, have nearly 1.1 hundred million square metres of bamboos/wood producing construction formwork every year.According to measuring and calculating, for producing these wooden forms, the large tree that 1,600 ten thousand diameters are 30 centimetres need be cut down every year, i.e. 10,000 hectares of area of woods, 10000 hectares of forests can produce oxygen 2,700,000 tons every year, Absorbable rod carbon dioxide 3,600,000 tons, sulfur dioxide 1000 tons, adsorbable/to stop 120,000 tons, dust.
And steel form is relative to wooden form, although steel form load performance is good, be mostly frame type, restricted time assembled; Reduce largely although the consume for resource, the energy has, in actual use, steel form is removed and reusable cleaning, maintenance work still need to drop into more manpower and materials; In addition, be not easy to handling during practice of construction operation, there is larger potential safety hazard, be difficult to promote.
Utility model content
The purpose of this utility model overcomes weak point of the prior art, provides the pouring concrete construction formwork of the assembled and convenient, fast saving of labor of form removal of a kind.
The purpose of this utility model is achieved through the following technical solutions:
A kind of pouring concrete construction formwork, comprising:
Flat die plate, along the sidepiece of concrete wall to be cast around setting, flat die plate edge is provided with outer rim, described outer rim has the first pin-and-hole;
L shape angle steel, described L shape angle steel be provided with orthogonal first angle steel and the second angle steel, described first angle steel, the second angle steel all have the second pin-and-hole be connected with the first pin-and-hole by pin, described L shape Bolted angle connection is between the adjacent flat template of concrete wall side corner position to be cast;
Rotary corner plate, be arranged on the top of flat die plate, described rotary corner plate is the L-shaped cylinder mechanism of cross section, described rotary corner plate external surface comprises the inner wall panel portion of closing of showing consideration for concrete wall to be cast and top to be cast flooring, the outboard end be connected with inner wall panel portion, to be connected with outboard end in inner corner trim portion and be arranged on the end-blocking portion at cylinder mechanism two ends, described outboard end, end-blocking portion all have the 3rd pin-and-hole for adjacent flat die plate or rotary corner plate being connected by bolt-type Quick connection part;
L shape walks gusset, be arranged on the top of flat die plate, described walk the cross section of gusset L-shaped, described L shape is walked being provided with of gusset and orthogonal first is walked gusset and second and walk gusset, and described first walks gusset or second walks the 4th pin-and-hole gusset having and is connected with the first pin-and-hole of flat die plate by pin.
Concrete, described flat die plate comprises fibre-reinforced plastics plate, described fibre-reinforced plastics plate is U-shaped structure, comprise a planar portions and give prominence to from the planar portions back side two support ledge, described two support ledge are parallel to each other, be connected with lacing wire between described two support ledge, described lacing wire is welded with the square tube perpendicular with lacing wire, described first pin-and-hole is arranged on support frame as described above portion.
The utility model has the following advantages and beneficial effect compared to existing technology:
Flat die plate of the present utility model by L shape angle steel be connected by the sidepiece of concrete wall to be cast around, to be connected with the top of flat die plate by rotary corner plate and to realize the sizing of concrete wall to be cast and top to be cast flooring body angle position, the sizing that gusset realizes bottom concrete wall to be cast is walked by L shape, each connects all employing pin-and-hole modes and connects fast, not only flexibly assembled, assembled convenient with form removal, operating efficiency improves greatly, reduce construction cost, and main body flat die plate is made up of fibre-reinforced plastics plate, lightweight, the number of turnover is many, panel large I root Ju needs adjustment, after the demoulding, concrete surface is smooth.
Accompanying drawing explanation
Fig. 1 is the front view of the present embodiment pouring concrete construction formwork.
Fig. 2 is the left view of the present embodiment pouring concrete construction formwork.
Fig. 3 is the structural representation of flat die plate.
Fig. 4 is the structural representation of L shape angle steel.
Fig. 5 is the structural representation of rotary corner plate.
Fig. 6 is the structural representation that L shape walks gusset.
Detailed description of the invention
Below in conjunction with embodiment and accompanying drawing, the utility model is described in further detail, but embodiment of the present utility model is not limited thereto.
Embodiment
Shown in composition graphs 1, Fig. 2, Fig. 3, Fig. 4, Fig. 5 and Fig. 6, the present embodiment provides a kind of pouring concrete construction formwork, comprising:
Flat die plate 1, along the sidepiece of concrete wall to be cast around setting, flat die plate 1 edge is provided with outer rim 101, described outer rim 101 has the first pin-and-hole 102;
L shape angle steel 2, described L shape angle steel 2 be provided with orthogonal first angle steel 201 and the second angle steel 202, described first angle steel 201, second angle steel 202 all has the second pin-and-hole 203 be connected with the first pin-and-hole 102 by pin, and described L shape angle steel 2 is connected between concrete wall side corner position to be cast adjacent flat template 1;
Rotary corner plate 3, be arranged on the top of flat die plate 1, described rotary corner plate 3 is the L-shaped cylinder mechanism of cross section, described rotary corner plate 3 external surface comprises the inner wall panel portion 301 of closing of showing consideration for concrete wall to be cast and top to be cast flooring, the outboard end 302 be connected with inner wall panel portion 301, to be connected with outboard end 302 in inner corner trim portion 303 and be arranged on the end-blocking portion 304 at cylinder mechanism two ends, described outboard end 302, end-blocking portion 304 all have the 3rd pin-and-hole 305 for adjacent flat die plate 1 or rotary corner plate 3 being connected by bolt-type Quick connection part;
L shape walks gusset 4, be arranged on the top of flat die plate 1, described walk the cross section of gusset 4 L-shaped, described L shape is walked being provided with of gusset 4 and orthogonal first is walked gusset 401 and second and walk gusset 402, and described first walks gusset 401 or the second walks the 4th pin-and-hole 403 gusset 402 having and is connected with the first pin-and-hole 102 of flat die plate by pin.
As Fig. 3, described flat die plate 1 comprises fibre-reinforced plastics plate, described fibre-reinforced plastics plate is U-shaped structure, comprise a planar portions 103 and give prominence to from the planar portions back side two support ledge 104, described two support ledge 104 are parallel to each other, be connected with lacing wire 105 between described two support ledge 104, described lacing wire 105 is welded with the square tube 106 perpendicular with lacing wire 105, described first pin-and-hole 102 is arranged on support frame as described above portion 105.Said structure adopts fibre-reinforced plastics plate as the panel of flat die plate, lightweight, the number of turnover is many, panel large I root Ju needs to adjust size, the easy demoulding, without the need to the cleaning of secondary plate face, repeatedly has enough to meet the need low cost and other advantages, by lacing wire, square tube, the dull and stereotyped skeleton of common formation, the effect that fortifying fibre strengthens composite plastic load-bearing pressure can be served; And can according to required size of bearing pressure, the size of adjustment square tube and thickness, square tube is more large thicker, and the pressure that face body bears is larger.
As a kind of embodiment, the length direction left and right end portions of described fibre-reinforced plastics plate is connected to straight end-blocking steel part 107.When this straight end-blocking steel part and fibre-reinforced plastics plate assemble, first weld at straight end-blocking steel part the band iron that a left and right sides has pin-and-hole, simultaneously at two support ledge corresponding link position welding pin-and-hole, by a connection piece, band iron is connected with the pin-and-hole of support ledge.
In this enforcement, described outer rim 101 comprises described two support ledge 104 and straight end-blocking steel part 107.
Above-described embodiment is the utility model preferably embodiment; but embodiment of the present utility model is not restricted to the described embodiments; change, the modification done under other any does not deviate from Spirit Essence of the present utility model and principle, substitute, combine, simplify; all should be the substitute mode of equivalence, be included within protection domain of the present utility model.
Claims (3)
1. a pouring concrete construction formwork, is characterized in that, comprising:
Flat die plate, along the sidepiece of concrete wall to be cast around setting, flat die plate edge is provided with outer rim, described outer rim has the first pin-and-hole;
L shape angle steel, described L shape angle steel be provided with orthogonal first angle steel and the second angle steel, described first angle steel, the second angle steel all have the second pin-and-hole be connected with the first pin-and-hole by pin, described L shape Bolted angle connection is between the adjacent flat template of concrete wall side corner position to be cast;
Rotary corner plate, be arranged on the top of flat die plate, described rotary corner plate is the L-shaped cylinder mechanism of cross section, described rotary corner plate external surface comprises the inner wall panel portion of closing of showing consideration for concrete wall to be cast and top to be cast flooring, the outboard end be connected with inner wall panel portion, to be connected with outboard end in inner corner trim portion and be arranged on the end-blocking portion at cylinder mechanism two ends, described outboard end, end-blocking portion all have the 3rd pin-and-hole for adjacent flat die plate or rotary corner plate being connected by bolt-type Quick connection part;
L shape walks gusset, be arranged on the top of flat die plate, described walk the cross section of gusset L-shaped, described L shape is walked being provided with of gusset and orthogonal first is walked gusset and second and walk gusset, and described first walks gusset or second walks the 4th pin-and-hole gusset having and is connected with the first pin-and-hole of flat die plate by pin.
2. pouring concrete construction formwork according to claim 1, it is characterized in that: described flat die plate comprises fibre-reinforced plastics plate, described fibre-reinforced plastics plate is U-shaped structure, comprise a planar portions and give prominence to from the planar portions back side two support ledge, described two support ledge are parallel to each other, be connected with lacing wire between described two support ledge, described lacing wire is welded with the square tube perpendicular with lacing wire, described first pin-and-hole is arranged on support frame as described above portion.
3. pouring concrete construction formwork according to claim 2, is characterized in that: the length direction left and right end portions of described fibre-reinforced plastics plate is connected to straight end-blocking steel part.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520785437.0U CN205134937U (en) | 2015-10-10 | 2015-10-10 | Building templates for concrete placement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520785437.0U CN205134937U (en) | 2015-10-10 | 2015-10-10 | Building templates for concrete placement |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205134937U true CN205134937U (en) | 2016-04-06 |
Family
ID=55620744
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520785437.0U Expired - Fee Related CN205134937U (en) | 2015-10-10 | 2015-10-10 | Building templates for concrete placement |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205134937U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109812010A (en) * | 2019-01-28 | 2019-05-28 | 河南科建建设工程有限公司 | A kind of whole template of shear Wall steel joist exempts from aperture formwork and its construction method |
-
2015
- 2015-10-10 CN CN201520785437.0U patent/CN205134937U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109812010A (en) * | 2019-01-28 | 2019-05-28 | 河南科建建设工程有限公司 | A kind of whole template of shear Wall steel joist exempts from aperture formwork and its construction 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 |
Granted publication date: 20160406 Termination date: 20181010 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |