Prefabricated assembled steel structure concrete wallboard mould
Technical field
The utility model relates to building field mold, especially a kind of prefabricated assembled steel structure concrete wallboard mould.
Background technique
Prefabricated assembled steel structure concrete wallboard generally uses girder steel and steel frame to connect using high-strength bolt, wallboard with
The gap of 10mm is reserved between wall, wallboard and floor, it is right using foaming plug and building sealant soil after wallboard is installed
Gap after being installed is blocked.Because high-precision of steel structure concrete precast wall body in terms of production is wanted
It asks, traditional template size is single, is unable to satisfy wall size construction requirement, is not easy assembled disassembly in the construction process, produces
Low efficiency.
Utility model content
In order to solve the above technical problems, the utility model proposes a kind of dismounting prefabricated assembled steel knots simple, with high accuracy
Structure concrete walls board mold.
The utility model adopts the following technical solution:
A kind of prefabricated assembled steel structure concrete wallboard mould, including outer page wall mold and interior page wall mold, outer page wall
The frame structure that mold is surrounded by the first side form, the second side form, third side form and the 4th side form, the first side form, the second side form,
It is bolted to connection between three side forms and the 4th side form as an entirety;Interior page wall mold by channel steel be welded into one it is whole
Body, interior page wall mold are connect by the steel plate of setting on the outside with outer page wall mold, and steel plate is bolted on outer page wall
On mold.
Compared with prior art, the utility model has the beneficial effects that
The utility model is divided into interior page wall mold and outer page wall mold two parts, is bolted between two parts, side
Just it dismounts, improves the recycling rate of waterused of mold.
Further, the preferred embodiment that the utility model uses is:
The both ends of first steel plate in the left side of interior page wall mold are separately fixed on the first side form and third side form, interior page wall
The both ends of second steel plate of the top of mold are separately connected the first steel plate and the 4th side form, the third steel of the lower section of interior page wall mold
The both ends of plate are separately connected the first steel plate and the 4th side form;Steel plate is bolted on outer page wall mold.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model;
Fig. 2 is the side view of Fig. 1;
Fig. 3 is the top view of Fig. 1;
In figure: outer page wall mold 1;First side form 2;Second side form 3;Third side form 4;4th side form 5;Interior page wall mold 6;
First steel plate 7;Second steel plate 8;Third steel plate 9;Girder steel 10;Steel beam web plate 11.
Specific embodiment
It is further illustrated below in conjunction with the drawings and specific embodiments.
Referring to attached drawing: a kind of prefabricated assembled steel structure concrete wallboard mould, by outer page wall mold 1 and interior page wall mold
6 compositions, the frame structure that outer page wall mold 1 is surrounded by the first side form 2, the second side form 3, third side form 4 and the 4th side form 5, and
It is bolted to connection as an entirety, then external page wall mold 1 is poured, the production of the outer page wall of concrete is carried out,
It is kept the temperature after having poured concrete according to the top laying for being the page wall outside the concrete poured after temperature is stood 0.5~1 hour
Plate, the outer page wall of concrete are mixed that before solidifying completely, insulation board is not connect with page wall outside concrete by thermal-insulation connecting piece
Interior page wall mold is placed on above insulation board by the solidifying outer page wall of soil after reaching compression strength, first steel in interior 6 left side of page wall mold
The both ends of plate 7 are separately fixed on the first side form 2 and third side form 4, the both ends point of the second steel plate 8 of interior 6 top of page wall mold
The first steel plate 7 and the 4th side form 5 are not connected, and the both ends of the third steel plate 9 of interior 6 lower section of page wall mold are separately connected the first steel plate 7
With the 4th side form 5, and steel plate is bolted on outer page wall mold 1, then by steel beam web plate 11 and interior page wall mold
Channel steel carries out bolt and fixes, and the lower part that girder steel 10 is mounted on interior page wall mold 6 carries out girder steel positioning, and internal page wall mold 6 carries out
It pours and sees, carry out page wall production in concrete, after the intensity of page wall in concrete reaches requirement, remove mold.
Interior page wall mold 6 is first removed when removing mold, then outer page wall mold 1.
The above is only the specific embodiments of the utility model, but the protection of the utility model is without being limited thereto, any skill
The technical staff in art field thinkable the technical program technical characteristic equivalent variation or substitution, all cover practical new at this
Within the protection scope of type.