CN203755514U - Casting die structure - Google Patents
Casting die structure Download PDFInfo
- Publication number
- CN203755514U CN203755514U CN201420133565.2U CN201420133565U CN203755514U CN 203755514 U CN203755514 U CN 203755514U CN 201420133565 U CN201420133565 U CN 201420133565U CN 203755514 U CN203755514 U CN 203755514U
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- CN
- China
- Prior art keywords
- net
- cavity die
- die box
- muscle
- gluten
- 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 casting die structure. The casting die structure comprises a formwork. A bottom rib net is arranged above the formwork. Supporting cushion blocks are arranged between intersection points of the bottom rib net and the formwork. Gypsum cavity die boxes are arranged on the portions, in meshes of the bottom rib net, of the formwork. A face rib net is arranged above the gypsum cavity die box. Anti-floating ribs are arranged on the face rib net. Positioning cushion blocks are arranged between intersection points of the anti-floating ribs and the gypsum cavity die box. Positioning ribs are arranged on the periphery of the face rib net. A set of lacing wires are arranged between the face rib net and the bottom rib net. The casting die structure is simple in structure, convenient to construct and suitable for gypsum cavity die box cast-in-place floors, and has the advantages of being obvious in anti-floating effect, easy to implement, low in input cost and the like.
Description
Technical field
the utility model relates to a kind of mode structure of building for plaster cavity die box anti-floating construction technology, belongs to building floor pouring technique field.
Background technology
along with social development, people require more and more higher to the bulk of building, and plaster cavity die box cast-in-situ floor is applied also more and more extensive in the facilities such as office.With respect to common building structure, adopting plaster cavity die box to carry out floor builds and can ensure under the prerequisite that floor height is constant, 300～500 ㎜ can be improved in inner space, basement people's air defense part improves can improve 500～700 ㎜, so plaster cavity die box is built the more and more extensive of middle application at floor.
but because the moulding material of plaster cavity die box is gypsum, centre is all cavity, and unit weight is smaller, water while smashing carrying out concrete, concrete can produce larger buoyancy and lateral pressure to plaster cavity die box, causes diaphragm capsule floating and lateral sliding, directly affects the quality of cast-in-situ floor.
Summary of the invention
the purpose of this utility model is, a kind of mode structure of building for plaster cavity die box anti-floating construction technology is provided, and waters the pouring quality problem causing because of floating and the lateral sliding of plaster cavity die box while smashing, thereby overcome the deficiencies in the prior art to solve concrete.
the technical solution of the utility model:
one is built mode structure, and this structure comprises template; Above template, be provided with end muscle net, between the intersection point of end muscle net and template, be provided with lip block; Template in end muscle net mesh is provided with plaster cavity die box; Plaster cavity die box top is provided with gluten net, and gluten is provided with anti-floating muscle on the net, between the intersection point of anti-floating muscle and plaster cavity die box, is provided with spacer pad; Gluten net surrounding is provided with positioning bar; Between gluten net and end muscle net, be provided with one group of lacing wire.
aforementioned building in mode structure, muscle net of the described end and gluten net are groined type structure, and every limit of end muscle net and gluten net adopts 3 modes arranged side by side, and square crossing place on every limit has 9 intersection points, 9 intersection point interval colligations or 5 points of spot welding; Wherein the middle intersection point of end muscle net is connected with the fixing hole colligation in template.
aforementioned building in mode structure, described positioning bar be shaped as U-shaped, the width of U-shaped equals girt strip width, the plaster cavity die box contacts side surfaces of the dual-side of positioning bar and girt strip both sides; The dual-side top of positioning bar is respectively equipped with one section of horizontal bar; Horizontal bar and the colligation of anti-floating muscle or welding.
aforementioned building in mode structure, the straight-bar that is shaped as two ends buckle of described lacing wire, upper end is 180 degree hook solid, lower end is 90 degree hook solid; Lacing wire is uniform along plaster cavity die box surrounding, and spacing is about 200mm, and adjacent two lacing wires are symmetrical arranged by bending direction.
compared with prior art, the utility model limits the horizontal sliding of plaster cavity die box by being located at the positioning bar of plaster cavity die box surrounding.By the spacer pad that is located at plaster cavity die box top, plaster cavity die box buoyancy is passed to anti-floating muscle simultaneously, then pass to anti-floating muscle to the end muscle net being fixed in template by lacing wire, prevent plaster cavity die box floating.The utility model is simple in structure, easy construction.Be applicable to plaster cavity die box cast-in-situ floor.There is anti-floating successful, easily implement, the advantage such as input cost is low.
Brief description of the drawings
fig. 1 is structural representation of the present utility model;
fig. 2 is the utility model construction sequence schematic diagram.
being labeled as in accompanying drawing: 1-template, muscle net at the bottom of 2-, 3-lip block, 4-plaster cavity die box, 5-gluten net, 6-anti-floating muscle, 7-spacer pad, 8-positioning bar, 9-lacing wire, 10-outline line, 11-tied silk.
Detailed description of the invention
below in conjunction with drawings and Examples, the utility model is described in further detail, but not as to any restriction of the present utility model.
embodiment of the present utility model: the utility model is constructed according to following a kind of plaster cavity die box anti-floating construction technology, and this technique is to construct according to the following steps:
step 1, in template 1, eject girt strip outline line (see in Fig. 2 a), in the outline line of girt strip, put vertical and horizontal at the bottom of muscle, fix with tied silk colligation or spot welding is fixed to the intersection point of end muscle in length and breadth, form end muscle net 2(see in Fig. 2 b);
step 2 is put lip block 3 below the intersection point of end muscle net 2, simultaneously with tied silk by fixing to end muscle net 2 and template 1 (see in Fig. 2 c); And in the mesh of end muscle net 2, put plaster cavity die box 4(see in Fig. 2 d);
step 3, makes gluten net 5, and gluten net 5 is corresponding with end muscle net 2; The anti-floating muscle 6(of the 5 top colligations of gluten net or one group of vertical and horizontal of spot welding see in Fig. 2 e), the 5 surrounding colligations of gluten net or one group of positioning bar 8(of spot welding see in Fig. 2 f);
step 4, gluten net 5 is placed in to plaster cavity die box 4 end faces, while putting, positioning bar 8 is positioned at four sides of plaster cavity die box 4, adjusts the position of plaster cavity die box 4, then in length and breadth to put on the plaster cavity die box 4 below the intersection point of anti-floating muscle spacer pad 7(see in Fig. 2 f);
step 5, by one group of lacing wire 9 gluten net 5 and end muscle net 2 drawknots are fixed (see in Fig. 2 f);
step 6, carries out the concrete of floor and builds;
step 7, after floor is fixed, stripping 1 and plaster cavity die box 4 below floor, complete the pouring construction of floor.
in aforementioned construction technology, described lip block 3 and spacer pad 7 are cement mortar precast block.Described positioning bar 8 be shaped as U-shaped, the top of U-shaped is provided with one section of horizontal bar; The width of U-shaped equals girt strip width, horizontal bar and 6 colligations of anti-floating muscle or welding.Described lacing wire 9 is uniform along plaster cavity die box 4 surroundings, and spacing is about 200mm; Lacing wire 9 upper ends are 180 degree hook solid, and lower end is 90 degree hook solid; Adjacent two lacing wires 9 are symmetrical arranged by bending direction.
it is that this structure comprises template 1 that the one of the present utility model forming according to above-mentioned construction technology is built mode structure; Template 1 top is provided with end muscle net 2, between the intersection point of end muscle net 2 and template 1, is provided with lip block 3; Template 1 in end muscle net 2 mesh is provided with plaster cavity die box 4; Plaster cavity die box 4 tops are provided with gluten net 5, and gluten net 5 is provided with anti-floating muscle 6, between the intersection point of anti-floating muscle 6 and plaster cavity die box 4, are provided with spacer pad 7; Gluten net 5 surroundings are provided with positioning bar 8; Between gluten net 5 and end muscle net 2, be provided with one group of lacing wire 9.End muscle net 2 and gluten net 5 are groined type structure, and every limit of end muscle net 2 and gluten net 5 adopts 3 modes arranged side by side, and square crossing place on every limit has 9 intersection points, 9 intersection point interval colligations or 5 points of spot welding; Wherein the middle intersection point of end muscle net 2 is connected with the fixing hole colligation in template 1.Described positioning bar 8 be shaped as U-shaped, the width of U-shaped equals girt strip width, plaster cavity die box 4 contacts side surfaces of the dual-side of positioning bar 8 and girt strip both sides; The dual-side top of positioning bar 8 is respectively equipped with one section of horizontal bar; Horizontal bar and 6 colligations of anti-floating muscle or welding.The straight-bar that is shaped as two ends buckle of described lacing wire 9, upper end is 180 degree hook solid, lower end is 90 degree hook solid; Lacing wire 9 is uniform along plaster cavity die box 4 surroundings, and spacing is about 200mm, and adjacent two lacing wires 9 are symmetrical arranged by bending direction.
when concrete enforcement, as shown in Figure 2.The outline line 10(that first ejects girt strip in the template 1 of floor slab bottoms to be poured see in Fig. 2 a), then in outline line 10, put 3 muscle of longitudinal end and 3 muscle of the horizontal end, square crossing place at 3 muscle of longitudinal end and 3 muscle of the horizontal end has 9 intersection points, then press the point of colligation 5 shown in Fig. 2-b by tied silk 11, formation end muscle net 2(see in Fig. 2 b).At the bottom of vertical cross rib, bottom, muscle crosspoint is used lip block 3 to pave, by tied silk, end muscle net 2 is tied up in template 1 simultaneously, the tied silk of can holing in template 1 can be from hole through carry out colligation (see in Fig. 2 c).Then in the groined type mesh forming at end muscle net 2, lay plaster cavity die box 4, plaster cavity die box 4 through the mesh of end muscle net 2 be directly seated in template 1 (see in Fig. 2 d).Then use reinforcing bar binding gluten net 5, gluten net 5 can directly carry out colligation as Fig. 2-e is shown in plaster cavity die box 4 on diaphragm capsule, also can be good by the mode colligation of end muscle net 2 in advance, and then be buckled on plaster cavity die box 4.Gluten net 5 with the difference of end muscle net 2 is: gluten net 5 end faces are provided with one group of anti-floating muscle 6 arranging in length and breadth, and gluten net 5 surroundings are provided with positioning bar 8.After 5 colligations of gluten net are good, upwards, positioning bar 8 one faces down and is buckled on plaster cavity die box 4 anti-floating muscle 6 one sides.By positioning bar 8, plaster cavity die box 4 is squeezed in centre, adjust the position of plaster cavity die box 4, and put spacer pad 7 between the intersection point of anti-floating muscle 6 and plaster cavity die box 4, can adjust the height of gluten net 5 by the height of spacer pad 7.Then as shown in Fig. 2-f, around plaster cavity die box 4 with lacing wire 9 by gluten net 5 together with end muscle net 2 drawknots.Lacing wire 9 is uniform around along plaster cavity die box 4, and spacing is about 200mm; Lacing wire 9 upper ends are 180 degree hook solid, and lower end is 90 degree hook solid; Adjacent two lacing wires 9 are symmetrical arranged by bending direction.
the utility model is applicable to plaster cavity die box cast-in-situ floor.There is anti-floating successful, making and the advantages such as simple, input cost is low are installed.
Claims (4)
1. build a mode structure, comprise template (1); It is characterized in that: template (1) top is provided with end muscle net (2), between the intersection point of end muscle net (2) and template (1), is provided with lip block (3); Template (1) in end muscle net (2) mesh is provided with plaster cavity die box (4); Plaster cavity die box (4) top is provided with gluten net (5), and gluten net (5) is provided with anti-floating muscle (6), between the intersection point of anti-floating muscle (6) and plaster cavity die box (4), is provided with spacer pad (7); Gluten net (5) surrounding is provided with positioning bar (8); Between gluten net (5) and end muscle net (2), be provided with one group of lacing wire (9).
2. build according to claim 1 mode structure, it is characterized in that: described end muscle net (2) and gluten net (5) are groined type structure, every limit of end muscle net (2) and gluten net (5) adopts 3 modes arranged side by side, square crossing place on every limit has 9 intersection points, 9 intersection point interval colligations or 5 points of spot welding; Wherein the middle intersection point of end muscle net (2) is connected with the fixing hole colligation in template (1).
3. build according to claim 1 mode structure, it is characterized in that: described positioning bar (8) be shaped as U-shaped, the width of U-shaped equals girt strip width, plaster cavity die box (4) contacts side surfaces of the dual-side of positioning bar (8) and girt strip both sides; The dual-side top of positioning bar (8) is respectively equipped with one section of horizontal bar; Horizontal bar and (6) colligation of anti-floating muscle or welding.
4. build according to claim 1 mode structure, it is characterized in that: the straight-bar that is shaped as two ends buckle of described lacing wire (9), upper end is 180 degree hook solid, lower end is 90 degree hook solid; Lacing wire (9) is uniform along plaster cavity die box (4) surrounding, and spacing is about 200mm, and adjacent two lacing wires (9) are symmetrical arranged by bending direction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420133565.2U CN203755514U (en) | 2014-03-24 | 2014-03-24 | Casting die structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420133565.2U CN203755514U (en) | 2014-03-24 | 2014-03-24 | Casting die structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203755514U true CN203755514U (en) | 2014-08-06 |
Family
ID=51250805
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420133565.2U Expired - Fee Related CN203755514U (en) | 2014-03-24 | 2014-03-24 | Casting die structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203755514U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106436894A (en) * | 2016-09-29 | 2017-02-22 | 中国航天建设集团有限公司 | Novel prefabricated house and construction method thereof |
| CN108193815A (en) * | 2018-01-24 | 2018-06-22 | 浙江立鹏建设有限公司 | The float Structure and its construction method of a kind of cast-in-place concrete hollow building roof |
-
2014
- 2014-03-24 CN CN201420133565.2U patent/CN203755514U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106436894A (en) * | 2016-09-29 | 2017-02-22 | 中国航天建设集团有限公司 | Novel prefabricated house and construction method thereof |
| CN106436894B (en) * | 2016-09-29 | 2019-10-11 | 中国航天建设集团有限公司 | A kind of prefabricated dwelling house and its method of construction |
| CN108193815A (en) * | 2018-01-24 | 2018-06-22 | 浙江立鹏建设有限公司 | The float Structure and its construction method of a kind of cast-in-place concrete hollow building roof |
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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: 20140806 Termination date: 20170324 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |