CN1970973A - Filling mold and its building operation method - Google Patents
Filling mold and its building operation method Download PDFInfo
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- CN1970973A CN1970973A CN 200610201292 CN200610201292A CN1970973A CN 1970973 A CN1970973 A CN 1970973A CN 200610201292 CN200610201292 CN 200610201292 CN 200610201292 A CN200610201292 A CN 200610201292A CN 1970973 A CN1970973 A CN 1970973A
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Abstract
The invention discloses a filling mode and the building construction method. The top of mold box (7) is mole face (1) and there is concave platform between the edge of mold face (1) and the side face (2) of mold. The bottom face of mold box (7) is inner hollow and inner face of mold (5). The mold box (7) is arranged at the prepared position and cast. The mold box is stayed in the cast building. The filling mode can shorten the construction period and the period of structure design; lessen the self gravity of structure and the dosage of mold plate. It can lessen the loss of construction mold plate, decrease the steel quantity for structure, improve the fire-resistance performance of building and decrease the whole cost of structure. It can make the building structure diversification, optimize the mechanical property and improve the secondary-design feasibility of building.
Description
Technical field
The present invention relates to a kind of construction timber and job practices thereof, especially a kind of filling mould and construction techniques thereof for building
Background technology
The building mould that uses generally all is to build later taking-up at present, uses repeatedly, a kind of building structure of mould correspondence is also very simple, uses repeatedly owing to need to take out mould, and construction period is just long, and because the needs in the use, template will be subjected to cutting out and decrease.In addition, the building that present normally used mould is done, the steel concrete consumption is big, the architecture-self Heavy Weight, design of building structures is long in time limit, and the section form of building structure is single, and template is cut out and is decreased greatly, and fire-resistant degree is not high, the integrated cost height; And the Secondary Design of building is poor, and construction material and its structural performance are than low, and formed concrete structure is a plane structure.
Summary of the invention
The objective of the invention is to, a kind of filling mould is provided.This filling mould can shorten the construction period, shortens the structure design duration, alleviates dead load, reduces the construction formwork consumption, reduces construction formwork and cuts out damage, reduces the structural steel amount, and the building fire resistance is improved, and reduces the structure total cost, and formed concrete structure is
Another object of the present invention is, a kind of construction techniques of filling mould is provided.This method can satisfy the variation of building structure, optimizes the mechanical property of building, improves the Secondary Design feasibility of building.
The structure technology scheme of filling mould of the present invention is: the end face of diaphragm capsule (7) is die face (1), between the top edge of the edge of die face (1) and mould side (2) concave station (3) is arranged; Sky is inner die surface (5) in the bottom surface of diaphragm capsule (7).
Corner cut (6) is arranged on the described concave station (3).
The used material of aforementioned filling mould is the fire-resistant light material.
The used fire-resistant light material of aforesaid filling mould is ardealite or desulfurated plaster.
The construction techniques of described filling mould, diaphragm capsule (7) opsition dependent is arranged, and builds, and diaphragm capsule (7) is stayed in the building of building.
The positional alignment of aforesaid diaphragm capsule (7) is that single-layer type is arranged in the same way side by side or the two-layer equation subtend is arranged.
Aforesaid is clearance-type arrangement or the closely formula arrangement of 6cm～10cm with the positional alignment between two diaphragm capsules (7) of layer.
The construction techniques of aforesaid filling mould is by the concrete of cast and fill the section form that the gap of mould forms and comprise main T type structure, inferior T type structure, worker's type structure, box-structure and Vierendeel truss structure.
The construction techniques of aforesaid filling mould can be formed the stressed required form of structure of building by two or more textural association in main T type structure, inferior T type structure, worker's type structure, box-structure and the Vierendeel truss structure.
Compared with the prior art, the present invention does not need to take out mould, construction period can be shortened, shorten the structure design duration, mould is the fire-resistant light material, reduces the construction formwork consumption, reduce construction formwork and cut out damage, reduce the structural steel amount, the building fire resistance is improved, reduce the structure total cost, and make the variation of building structure, optimize the mechanical property of building, improve the Secondary Design feasibility of building, formed concrete structure is a hollow-core construction, constituting the building back is hollow, alleviate dead load, improved mechanical property, can form multiple assembled scheme.
Description of drawings
Fig. 1 is the vertical view of embodiment 1;
Fig. 2 is the A-A sectional drawing of Fig. 1;
Fig. 3 is the B-B sectional drawing of Fig. 1;
Fig. 4 is the vertical view of embodiment 2;
Fig. 5 is embodiment 2 building structure transverse sectional view;
Fig. 6 is embodiment 2 building structure longitudinal sectional views;
Fig. 7 is the upward view of embodiment 3;
Fig. 8 is embodiment 3 building structure horizontal strokes, longitudinal sectional view;
Fig. 9 is the vertical view of embodiment 4;
Figure 10 is embodiment 4 building structure horizontal strokes, longitudinal sectional view;
Figure 11 is the upward view of embodiment 5;
Figure 12 is embodiment 5 building structure transverse sectional view;
Figure 13 is that embodiment 5 building knots are in length and breadth to sectional view;
Figure 14 is the vertical view of embodiment 6;
Figure 15 is embodiment 6 building structure transverse sectional view;
Figure 16 is that embodiment 6 building knots are in length and breadth to sectional view;
Figure 17 is the vertical view of embodiment 7;
Figure 18 is embodiment 7 building structure horizontal strokes, longitudinal sectional view;
Figure 19 is the schematic diagram of embodiment 8.
The specific embodiment
Embodiment 1: structure such as Fig. 1, Fig. 2 and shown in Figure 3 of filling mould, the end face of diaphragm capsule 7 is a die face 1, and die face 1 is the rectangle plane of long 50cm, wide 50cm, and the top edge of the edge of die face 1 and mould side 2 has concave station 3, the plane of concave station 3 is the rectangle of long 60cm, wide 60cm, and diaphragm capsule 7 height are 15cm; Die face 1 is the right angle with angle, the mould side 2 of concave station 3 facades with the angle on concave station 3 planes, and sky is an inner die surface 5 in the bottom surface of diaphragm capsule 7, and inner die surface 5 is the concave curvatures as Fig. 1.Corner cut 6 (4 angles all can be processed as corner cut, and what select for use in this example is 1 situation that the angle is a corner cut) is arranged on the concave station 3, and filling in used this example of material of mould is industrial waste ardealite or desulfurated plaster.
Embodiment 2: fill building structure such as Fig. 4, Fig. 5 and shown in Figure 6 that the method for mould in the building floor construction obtains, mould bottom surface 4 is downward, diaphragm capsule 7 monolayer alignment, between two horizontal diaphragm capsules 7 is gap arrangement, clearance distance is 7cm, between two diaphragm capsules 7 is longitudinally closely to arrange (middle very close to each other); Inject the formed cassette ceiling of steel concrete, laterally form main T type cross section, vertically form time T type cross section.
Embodiment 3: fill building structure such as Fig. 7, shown in Figure 8 that the method for mould in the building floor construction obtains, diaphragm capsule 7 monolayer alignment, mould bottom surface 4 upwards, and seal with thin plate, between two horizontal diaphragm capsules 7 is gap arrangement, clearance distance is 6cm, is gap arrangement between two diaphragm capsules 7 longitudinally, and clearance distance is 8cm; Inject the formed cassette ceiling of steel concrete, form two-way shape of the mouth as one speaks cross section.
Embodiment 4: fill building structure such as Fig. 9, shown in Figure 10 that the method for mould in the building floor construction obtains, and diaphragm capsule 7 monolayer alignment, mould bottom surface 4 is downward, between two horizontal diaphragm capsules 7 be closely to arrange, be tight arrangement between two diaphragm capsules 7 longitudinally; Inject the formed cassette ceiling of steel concrete, form T type cross section two-way time.
Embodiment 5: fill building structure such as Figure 11, Figure 12 and shown in Figure 13 that the method for mould in the building floor construction obtains, diaphragm capsule 7 monolayer alignment, 1 corner cut 6 is arranged on the diaphragm capsule 7, mould bottom surface 4 upwards, closely arrange between two horizontal diaphragm capsules 7, with other two horizontal compact arranged diaphragm capsule 7 gap arrangement, clearance distance is 10cm again, closely arranges between two diaphragm capsules 7 longitudinally; The corner cut 6 of close-connected 4 diaphragm capsules 7 is formed a quadrangle, forms pillar or shear connector, injects the formed cassette ceiling of steel concrete, laterally forms the alternate T type of primary and secondary cross section, vertically forms time T type cross section.
Embodiment 6: the building structure that the method for filling mould in the building floor construction obtains is shown in Figure 14, Figure 15 and 16, diaphragm capsule 7 subtend dual layer arrangement (two diaphragm capsule bottom surfaces are close together closely), between two horizontal diaphragm capsules 7 is gap arrangement, clearance distance is 9cm, is closely to arrange longitudinally between two diaphragm capsules 7; Inject the formed cassette ceiling of steel concrete, laterally form worker's type cross section, vertically form the Vierendeel truss cross section.
Embodiment 7: fill building structure such as Figure 17, Figure 18 that the method for mould in the building floor construction obtains, diaphragm capsule 7 subtend dual layer arrangement, 4 corner cuts 6 are arranged on the diaphragm capsule 7, be closely to arrange between two horizontal diaphragm capsules 7, be closely to arrange longitudinally between two diaphragm capsules 7,4 diaphragm capsule 7 intersections constitute a quadrangle by corner cut 6, form pillar or shear connector, inject the formed cassette ceiling of steel concrete, form two-way Vierendeel truss cross section.
Embodiment 8: fill building structure such as Figure 19 that the method for mould in the building floor construction obtains, in the post web area that four pillars 8 surround, with the zone definitions of post both sides 1/4 intercolumniation is capital plate 9, plate between the capital plate 9 is an intercolumniation plate 10, and the plate that the intercolumniation plate surrounds is a span centre plate 11; Because 3 kinds of force direction differences that plate is subjected to, therefore 3 kinds of plates are selected different form of structure respectively for use, at the capital plate, diaphragm capsule 7 subtend dual layer arrangement, be gap arrangement between two diaphragm capsules 7, the gap is 6cm, and the mould end face of lower floor's diaphragm capsule 7 and the gap of soffit formwork are 5cm, inject the formed cassette ceiling of steel concrete, form two-way box-type section.At the intercolumniation plate, diaphragm capsule 7 subtend dual layer arrangement are gap arrangement between two diaphragm capsules 7, and the gap is 6cm, and the mould end face and the soffit formwork of lower floor's diaphragm capsule 7 do not have the gap, inject the formed cassette ceiling of steel concrete, form the two-way ribs cross section.At the span centre plate, adopt the thick ordinary flat of 8cm.Final box-Mi rib-flat board combination the floor slab structure that forms.
During floor slab construction that the present invention is used to build, after building end, do not need diaphragm capsule 7 is taken out, diaphragm capsule 7 is stayed in the building as filler, owing to do not need to take out diaphragm capsule 7, saved the construction period about 30%, it is about 40% also just to have reduced simultaneously the design of building structures duration, has also avoided construction formwork to cut out decreasing about 50%, has reduced the construction use amount about 20% of template; The inner die surface 5 of diaphragm capsule 7 is concave curvatures, build finish after, the floor of building is a hollow-core construction, it is about 20% to have alleviated dead load, it is about 45% to have reduced the structure steel using amount, has reduced infrastructure cost about 15% generally.Building floor cross section after concave station 3 makes and builds becomes little " worker " shape structure, and its mechanical property is than "T"-shaped good in cross section.Fill mould and selected the fire-resistant light material for use, the building fire resistance is improved, can obtain different building floor form of structure by diaphragm capsule 7 different arrangement modes, different form of structure mainly is to be embodied in its section form difference, the combination of the different order by 5 kinds of section forms, can derive many in the different form of structure of stressed advantage.
Claims (9)
1. fill mould for one kind, it comprises diaphragm capsule (7); It is characterized in that: the end face of diaphragm capsule (7) is die face (1), between the top edge of the edge of die face (1) and mould side (2) concave station (3) is arranged; Sky is inner die surface (5) in the bottom surface of diaphragm capsule (7).
2. filling mould according to claim 1 is characterized in that: corner cut (6) is arranged on the concave station (3).
3. according to claim 1 or 2 described filling moulds, it is characterized in that: filling the used material of mould is the fire-resistant light material.
4. filling mould according to claim 3 is characterized in that: used fire-resistant light material is ardealite or desulfurated plaster.
5. construction techniques that adopts the described filling mould of claim 1 is characterized in that: diaphragm capsule (7) opsition dependent is arranged, and builds, and diaphragm capsule (7) is stayed in the building of building.
6. the construction techniques of filling mould according to claim 5 is characterized in that: the positional alignment of diaphragm capsule (7) is that single-layer type is arranged in the same way side by side or the two-layer equation subtend is arranged.
7. the construction techniques of filling mould according to claim 6 is characterized in that: be clearance-type arrangement or the closely formula arrangement of 6cm～10cm with the positional alignment between two diaphragm capsules (7) of layer.
8. the construction techniques of filling mould according to claim 5 is characterized in that: by the concrete of cast and fill the section form that the gap of mould forms and comprise main T type structure, inferior T type structure, worker's type structure, box-structure and Vierendeel truss structure.
9. the construction techniques of filling mould according to claim 8 is characterized in that: can form the stressed required form of structure of building by two or more textural association in main T type structure, inferior T type structure, worker's type structure, box-structure and the Vierendeel truss structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200610201292 CN1970973A (en) | 2006-12-13 | 2006-12-13 | Filling mold and its building operation method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200610201292 CN1970973A (en) | 2006-12-13 | 2006-12-13 | Filling mold and its building operation method |
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| CN1970973A true CN1970973A (en) | 2007-05-30 |
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| CN 200610201292 Pending CN1970973A (en) | 2006-12-13 | 2006-12-13 | Filling mold and its building operation method |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103031920A (en) * | 2012-05-10 | 2013-04-10 | 成都锦城梦真科技有限公司 | Building plaster mold box and open-web floor slab structure using same |
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2006
- 2006-12-13 CN CN 200610201292 patent/CN1970973A/en active Pending
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103031920A (en) * | 2012-05-10 | 2013-04-10 | 成都锦城梦真科技有限公司 | Building plaster mold box and open-web floor slab structure using same |
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Application publication date: 20070530 |