초록 ▼

A formwork assembly for casting a concrete structure includes a support member for supporting a conventional armature grid if any, further including at least one liquid-tight and load-bearing formwork wall connected to the support member. The formwork wall includes at least two panels, each defining

A formwork assembly for casting a concrete structure includes a support member for supporting a conventional armature grid if any, further including at least one liquid-tight and load-bearing formwork wall connected to the support member. The formwork wall includes at least two panels, each defining a peripheral edging having at least one first dovetail joint element about its peripheral edging. Each formwork wall also has a panel connector having at least two second dovetail joint elements, each second dovetail joint element being complementary to the first dovetail joint element of a corresponding panel and is interlocked with the first dovetail joint element of a corresponding panel to form a dovetail joint, the connector holding the panels in an edgewisely juxtaposed fashion to form a continuous formwork wall. The formwork assembly includes a securing member for securing the connector and panels together, and a supporting structure for supporting the formwork wall.

대표청구항 ▼

The invention claimed is: 1. A liquid-tight formwork wall for use in a formwork assembly for forming a concrete structure, said formwork wall comprising: at least two panels each defining a front face, a rear face and a peripheral edging extending between said front face and said rear face, each on

The invention claimed is: 1. A liquid-tight formwork wall for use in a formwork assembly for forming a concrete structure, said formwork wall comprising: at least two panels each defining a front face, a rear face and a peripheral edging extending between said front face and said rear face, each one of said panels having at least one first dovetail joint means made continuously and coextensively on said peripheral edging; a panel connector having at least two second dovetail joint means coplanar with said first dovetail joint means, each said second dovetail joint means being complementary to said first dovetail joint means of a corresponding one of said panels; wherein each said second dovetail joint means is interlocked with said first dovetail joint means of a corresponding one of said panels to form a dovetail joint therewith, in order for said connector to hold said panels in an edgewisely juxtaposed coplanar fashion to form said formwork wall, and wherein said panel connector extends generally within the plane of said at least two panels; a securing member for securing said connector and said panels with one another; and at least one support member attached to said formwork wall, for supporting an armature grid adjacently to said formwork wall, wherein said at least one support member defines opposite first and second ends, and is attached at said first end to a first one of said formwork wall, and is further attached at said second end to a second one of said formwork wall, said support member maintaining said first and second formwork walls spaced apart from each other. 2. The formwork wall according to claim 1, wherein said first dovetail joint means are female dovetail joint means, and said second dovetail joint means are male dovetail joint means. 3. The formwork wall according to claim 2, wherein each said male dovetail joint means of said connector is lobe-shaped. 4. The formwork wall according to claim 1, wherein said peripheral edging of each of said panels has a generally quadrangular shape, and each panel thus defines four corners. 5. The formwork wall according to claim 4, wherein each one of said panel comprises a first dovetail joint means at each one of said corners thereof. 6. The formwork wall according to claim 1, further comprising at least one fastening means for fastening together juxtaposed sections of said peripheral edging of said at least two panels of said formwork walls. 7. The formwork wall according to claim 1, further comprising an elongated threaded rod having at least one end portion extending outwardly of said support member, said threaded rod penetrating across a through channel made in said panel connector, said securing member including a nut screwed onto said threaded rod and pressing said connector and said panels against said support member. 8. A formwork assembly for casting a concrete structure, said formwork assembly comprising: at least one liquid-tight and load-bearing formwork wall, said formwork wall comprising: at least two panels each defining a front face, a rear face and a peripheral edging extending between said front face and said rear face, each one of said panels having at least one first dovetail joint means continuously and coextensively on said peripheral edging; and a panel connector having at least two second dovetail joint means coplanar with said first dovetail joint means, each said second dovetail joint means being complementary to said first dovetail joint means of a corresponding one of said panels; wherein each said second dovetail joint means is interlocked with said first dovetail joint means of a corresponding one of said panels to form a dovetail joint therewith, in order for said connector to hold said panels in an edgewisely juxtaposed coplanar fashion to form said formwork wall, whereby said panel connector extends generally within the plane of said at least two panels; a supporting structure supporting said formwork wall in a desired position; a securing member for securing said connector, said panels and said supporting structure together; wherein said supporting structure holds said formwork wall in a horizontal position and comprises a number of horizontally arranged floor joists, and wherein said panel connector registers with said support member and with one of said floor joists, said formwork assembly further comprising an elongated threaded rod having at least one end portion extending outwardly of said support member, said threaded rod penetrating across a through channel made in said panel connector and through said floor joist, said securing member including a nut screwed onto said threaded rod securing said panel connector, said panels, said support member and said floor joists together. 9. The formwork assembly according to claim 8, wherein said first dovetail joint means are female dovetail joint means, and said second dovetail joint means are male dovetail joint means. 10. The formwork assembly according to claim 8, wherein said peripheral edging of each of said panels has a generally quadrangular shape, and each panel thus defines four corners. 11. The formwork assembly according to claim 10, wherein each one of said panels comprises a first dovetail joint means at each one of said corners thereof.