CN201217940Y - Plate-type building component for pouring wall - Google Patents
Plate-type building component for pouring wall Download PDFInfo
- Publication number
- CN201217940Y CN201217940Y CNU2008200775575U CN200820077557U CN201217940Y CN 201217940 Y CN201217940 Y CN 201217940Y CN U2008200775575 U CNU2008200775575 U CN U2008200775575U CN 200820077557 U CN200820077557 U CN 200820077557U CN 201217940 Y CN201217940 Y CN 201217940Y
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- glass fiber
- cement board
- fiber reinforcement
- reinforcement cement
- connection holes
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Abstract
The utility model relates to a plate type building unit used for a casting wall, which comprises glass fiber reinforced cement boards clamping glass fibers. At least four connecting holes are arranged at one side of each glass fiber reinforced cement board and are through holes which protrude from and are arranged in parallel to the surface of the glass fiber reinforced cement board or countersunk-head through holes perpendicular to the glass fiber reinforced cement board; the connecting holes parallel to the surface of the glass fiber reinforced cement board are omega-shaped clamps while the width of the glass fiber reinforced cement board is within 15 mm, and the middles of the omega-shaped clamps protrude from the glass fiber reinforced cement board. In the utility model, two facing plate type building units used for the casting wall are connected by a connecting piece and are spliced into a cast-in-situ cement mould. After the cast-in-situ of a rapid-curing light wall material, the plate type building units used for the casting wall become the exterior part of the wall so as to directly decorate the wall surface. The utility model has convenient mounting, low labor intensity and flat and neat formed wall surface.
Description
Technical field
The utility model relates to a kind of cast wall slab-type building member.
Background technology
Cause land resources to run off now in order to prevent to use brick wall in a large number, the metropolis has been prohibited the use clay solid brick outside the whole nation more than 100.Therefore when building, generally replace brick wall with cement wall, need steel form during the casting cement wall or wooden form be forming panel, after theing cement solidifies into cement wall, steel form or wooden form are disassembled, repeat usage is very low, wooden form generally promptly can not use with three to five times, though the swage plate can be repeatedly used, installation and removal labour intensity is big, the air spots of body of wall is very coarse, must smear the cement mortar of 15 millimeters-20 millimeters thick on the surface of body of wall again.Therefore, novel cast wall slab-type building member in building field, occurs simultaneously, particularly clipped the glass fiber reinforcement cement board of glass fiber.It as the cast wall with the slab-type building member have in light weight, intensity is high, fire-proof sound insulation is effective.After cast-in-place cementing is frozen into cement wall, again glass fiber reinforcement cement board is sticked on the surface of cement wall.Construction wall need the installation and removal template, and sticking glass fiber reinforced cement board after the body of wall moulding is built labour intensity height in the wall process, inefficiency.
Summary of the invention
In order to overcome the above-mentioned deficiency of existing cast wall with the building plate-type component, the utility model provides the cast wall that a kind of labour intensity easy for installation is low, surface of wall is smooth slab-type building member.
Design of the present utility model is as cast wall slab-type building member by minimum two glass fiber reinforcement cement boards separated by a distance, between two relative cast walls are with the slab-type building member, be linked together with connector, assembly is to becoming cast-in-place cement mold, material through cast-in-site rapid hardening lightweight body of wall, cast wall in cast back becomes the outer matrix section of body of wall, directly decoratable metope with the slab-type building member.
This cast wall is the glass fiber reinforcement cement board that clips glass fiber with the building plate-type component, at the rarest four connection holes of glass fiber reinforcement cement board, the connection holes of glass fiber reinforcement cement board is arranged on the one side of glass fiber reinforcement cement board, protrude glass fiber reinforcement cement board surface and the through hole parallel with the surface, or the countersunk head through hole vertical with glass fiber reinforcement cement board.
The connection holes parallel with the glass fiber reinforcement cement board surface is to imbed the Ω type card that inboard width is not more than 15 millimeters in one side when the glass fiber reinforcement cement board moulding, the middle part of Ω type card is protruded glass fiber reinforcement cement board and is formed the connection holes parallel with glass fiber reinforcement cement board, connection holes by glass fiber reinforcement cement board top is horizontal connection holes, two horizontal connection holes by the glass fiber reinforcement cement board both sides are equal apart from the distance of the upper edge of glass fiber reinforcement cement board, in order to lay reinforcing bar, generally be not less than 8 millimeters, 8 millimeters to 60 millimeters preferable, and the connection holes of glass fiber reinforcement cement board bottom is vertical connection holes.
The connection holes parallel with the glass fiber reinforcement cement board surface also can be the boss that forms four projectioies when the glass fiber reinforcement cement board moulding in one side, two convex platforms in top, two lower convex platforms in bottom, at convex platform the horizontal connection holes parallel with glass fiber reinforcement cement board arranged, perpendicular connection holes is arranged at lower convex platform.
This cast wall is installed and used like this with the building plate-type component, the rarest two glass fiber reinforcement cement boards, with being connected into two one group of relative and be parallel to each other cast-in-place cement formworks with the vertical connector of glass fiber reinforcement cement board, between two glass fiber reinforcement cement boards certain distance is arranged, different and different according to the thickness of body of wall, the distance between two glass fiber reinforcement cement board lateral surfaces equates with the thickness of body of wall.Glass fiber reinforcement cement board is two, and laterally to be linked together be one group, and some groups of glass fiber reinforcement cement boards vertically are linked together.
The cast wall is the glass fiber reinforcement cement board of band connection holes with the slab-type building member, configuration is connected into two one group of relative and be parallel to each other cast-in-place cement formworks easily with the vertical connector of glass fiber reinforcement cement board, cast rapid hardening light wall material between two parallel glass fiber reinforcement cement boards, with the part formation light cement interior wall of these materials as body of wall, also glass fiber reinforcement cement board can be arranged on the both sides of reinforced frame, the cast fast hardening concrete constitutes the cement load bearing wall with fast hardening concrete.The cast wall becomes the outer matrix section of body of wall, the surfacing of body of wall, the layer of need not cementing again, directly decoratable metope with the slab-type building member.Easy construction, labour intensity is low.
Description of drawings
Fig. 1 is the front view of this cast wall with slab-type building member embodiment one.
Fig. 2 is and the corresponding upward view of Fig. 1.
Fig. 3 is and the corresponding left view of Fig. 1 that the figure middle and upper part is along A-A line partly cut-away among Fig. 1.
Fig. 4 is the front view of the U shaped steel card that cooperates with slab-type building member embodiment one with this cast wall.
Fig. 5 is the sectional view along B-B line among Fig. 6.
Fig. 6 is that this cast wall uses installation with reference to vertical view with slab-type building member embodiment one.
Fig. 7 is the sectional view along C-C line among Fig. 5, uses U shaped steel fastening position with body of wall.
Fig. 8 is along the sectional view of C-C line among Fig. 5, locatees with expansion bolt with body of wall.
Fig. 9 is the front view of this cast wall with slab-type building member embodiment two, the partly cut-away of figure middle and upper part.
Figure 10 is the front view of this cast wall with the U shaped steel card of slab-type building member embodiment two cooperations.
Figure 11 is and the corresponding upward view of Figure 10.
Figure 12 is the front view of this cast wall with slab-type building member embodiment three.
Figure 13 is and the corresponding upward view of Figure 12.
Figure 14 is and the corresponding left view of Figure 12.
Figure 15 is the front view of this cast wall with slab-type building member embodiment four.
Figure 16 is and the corresponding left view of Figure 15 figure middle and upper part partly cut-away.
The bar shaped that Figure 17 is with this cast wall cooperates with slab-type building member embodiment four connects the front view of plank.
Figure 18 is and the corresponding left view of Figure 17.
Figure 19 is the front view of the U shaped steel plate that cooperates with slab-type building member embodiment four with this cast wall.
Figure 20 is and the corresponding upward view of Figure 19, partly cut-away among the figure.
Figure 21 is that this cast wall is installed reference diagram with the use that slab-type building member embodiment four-function bar shaped plank connects.
Figure 22 is the sectional view along D-D line among Figure 21.
Figure 23 is that this cast wall is installed reference diagram with the use that slab-type building member embodiment four-function U shaped steel plate connects.
Figure 24 is the front view of this cast wall with the another kind of form of slab-type building member embodiment one.
Above-mentioned each component diagram is installed and used figure relatively and is amplified.
Among the above-mentioned figure:
1, glass fiber reinforcement cement board 2, Ω type card 3, Ω type card 4, Ω type card 5, Ω type card 6, U shaped steel card 7, exterior wall 8, Ω type card 9, U shaped steel card 10, glass fiber reinforcement cement board 11, glass fiber reinforcement cement board 12, Ω type card 13, U shaped steel card 14, load bearing wall 15, Ω type card 16, U shaped steel card 17, concrete floor 18, glass fiber reinforcement cement board 19, glass fiber reinforcement cement board 20, Ω type card 21, expansion bolt 22, right angle Ω type card 23, glass fiber reinforcement cement board 23a, rectangular preiection pattern 24, right angle Ω type card 25, side rib U shaped steel card 26, glass fiber reinforcement cement board 27, cement boss 28, cement boss 29, connection holes 30, connection holes 31, glass fiber reinforcement cement board 32, counter sink 33, counter sink 34, bar shaped connects plank 35, U shaped steel plate 36, screw 37, countersunk head wood screw 38, glass fiber reinforcement cement board 39, glass fiber reinforcement cement board 40, bar shaped connects plank 41, glass fiber reinforcement cement board 42, sunk screw 43, glass fiber reinforcement cement board 44, Ω type card
The specific embodiment
Describe the specific embodiment of the present utility model in detail below in conjunction with embodiment and accompanying drawing thereof, but the specific embodiment of the present utility model is not limited to following embodiment.
Embodiment one
The cast wall that Fig. 1, Fig. 2 and Fig. 3 describe is a glass fiber reinforcement cement board 1 with the building plate-type component, at glass fiber reinforcement cement board 1 four connection holes are arranged, the cement pressure not connection holes of plate 1 is arranged on the front of glass fiber reinforcement cement board 1, protrudes glass fiber reinforcement cement board 1 surface and parallel with the surface.Connection holes is that imbed width when glass fiber reinforcement cement board 1 moulding in the front be four Ω type cards of 8 millimeters, each Ω type card constitutes one and protrudes the glass fiber reinforcement cement board 1 formation connection holes parallel with glass fiber reinforcement cement board, Ω type card 2 by glass fiber reinforcement cement board top is horizontal connection holes with the connection holes that Ω type card 4 constitutes, the connection holes that these two Ω type cards constitute equates to be 2.5 centimetres apart from the distance of the upper edge of cement pressure parallel-plate 1, and the Ω type card 3 of glass fiber reinforcement cement board 1 bottom is vertical connection holes with the connection holes that Ω type card 5 constitutes.What match with present embodiment is U shaped steel card 6, sees Fig. 4.
Embodiment two
The structure of present embodiment is seen Fig. 9, the difference of present embodiment and embodiment one is to adopt right angle Ω type card at glass fiber reinforcement cement board 23, right angle Ω type card 22 as among the figure has rectangular preiection pattern 23a at glass fiber reinforcement cement board 23, and other structure is identical with embodiment one.With the side of the being rib U shaped steel card 25 that present embodiment matches, the cross section of square rib U shaped steel card 25 is rectangles, sees Figure 10 and Figure 11.
Embodiment three
Embodiment three of the present utility model is referring to Figure 12, Figure 13 and Figure 14, and the difference of present embodiment and embodiment one is to replace Ω type card with the cement boss, and each cement boss has a connection holes.When glass fiber reinforcement cement board 26 moulding, form the cement boss of four projectioies in the front, two cement boss in top such as cement boss 27, two cement boss in bottom such as cement boss 28, at cement boss 27 the horizontal connection holes 30 parallel with glass fiber reinforcement cement board 26 arranged, perpendicular connection holes 29 is arranged at cement boss 28.
Embodiment four
Embodiment four of the present utility model sees Figure 15 and Figure 16, the difference of present embodiment and embodiment one is the position at four Ω type cards of glass fiber reinforcement cement board 31, make a call to four countersunk head through holes vertical, as counter sink 32 and counter sink 33 with glass fiber reinforcement cement board.The connector of present embodiment configuration is that bar shaped connects plank 34, and referring to Figure 17 and Figure 18, also configurable U shaped steel plate 35 is referring to Figure 19 and Figure 20.
The another kind of form of embodiment one is seen Figure 24, and it has 6 Ω type cards.
With embodiment one explanation installation and application of the present utility model.The utility model is to use with the vertical connector of glass fiber reinforcement cement board two relative glass fiber reinforcement cement boards are connected into two relatively and the one group of cast-in-place cement formwork that is parallel to each other, see Fig. 5, Fig. 6 and Fig. 7, between two glass fiber reinforcement cement boards certain distance is arranged, Ω type card 2 and Ω type card 20 are inserted in the two ends of U shaped steel card 6, also insert in the locating hole of exterior wall 7 at the two ends of U shaped steel card 6, insert in Ω type card 4 and the Ω type card 8 at the two ends of U shaped steel card 9, so not only glass fiber reinforcement cement board 1 and glass fiber reinforcement cement board 19 are linked together, and the glass fiber reinforcement cement board 10 of another group also linked together with glass fiber reinforcement cement board 1, the glass fiber reinforcement cement board 11 that uses the same method is linked together with glass fiber reinforcement cement board 10.Each organize glass fiber reinforcement cement board up and down between by U shaped steel fastening position.In Fig. 5, two U shaped steel cards inserting in Ω type card 3 and Ω type card 5 laterally connect glass fiber reinforcement cement board 1 with glass fiber reinforcement cement board 19
Together, between two glass fiber reinforcement cement boards below inserting simultaneously, as inserting between glass fiber reinforcement cement board 18 and another glass fiber reinforcement cement board relative with this glass fiber reinforcement cement board.The installation and application of embodiment two and embodiment three is identical with embodiment's one.
Be with expansion bolt 21 location among Fig. 8.
The installation and application of embodiment four is seen Figure 21 and Figure 22, glass fiber reinforcement cement board 31 is that bar shaped connects plank 34 with connector between the glass fiber reinforcement cement board 38, pass counter sink 32 with countersunk head wood screw such as countersunk head wood screw 37 and be screwed into the two ends that bar shaped connects plank 34, just two glass fiber reinforcement cement boards laterally are linked together.When two phase neighbouring country glass fiber reinforcement cement boards vertically connect, the counter sink of adjacent glass fiber reinforcement cement board 38 and the counter sink of glass fiber reinforcement cement board 41 respectively penetrate a countersunk head wood screw, be screwed into an end of bar shaped connection plank 40, two adjacent glass fiber reinforcement cement boards 38 and glass fiber reinforcement cement board 41 vertically are linked together, the other end that connects plank 40 in bar shaped also is screwed into two countersunk head wood screws, when the two piece glass fiber reinforcement cement boards relative with glass fiber reinforcement cement board 38 and glass fiber reinforcement cement board 41 vertically are linked together, other two relative glass fiber reinforcement cement boards also laterally are linked together.When connecting plank as connector, two bar shapeds of glass fiber reinforcement cement board 38 bottoms protrude into the inboard of following glass fiber reinforcement cement board 39 downwards as keeper.Adopt the coupling method of U shaped steel plate 35 identical with the coupling method that bar shaped connects plank 34, different is to adopt sunk screw 42 to replace countersunk head wood screw 37, referring to Figure 23.
Also available cement pressure flat of the said glass fiber reinforcement cement board of the application or silica magnesia cement plate replace.
Claims (3)
1, a kind of cast wall slab-type building member, it is the glass fiber reinforcement cement board that clips glass fiber, at the rarest four connection holes of glass fiber reinforcement cement board, the connection holes of glass fiber reinforcement cement board is arranged on the one side of glass fiber reinforcement cement board, protrude glass fiber reinforcement cement board surface and the through hole parallel with the surface, or the countersunk head through hole vertical with glass fiber reinforcement cement board.
2, cast wall slab-type building member according to claim 1, it is characterized in that: the said connection holes parallel with the glass fiber reinforcement cement board surface is to imbed the Ω type card that inboard width is not more than 15 millimeters in one side when the glass fiber reinforcement cement board moulding, the middle part of Ω type card is protruded glass fiber reinforcement cement board and is formed the connection holes parallel with glass fiber reinforcement cement board, connection holes by glass fiber reinforcement cement board top is horizontal connection holes, two horizontal connection holes equate and are not less than 8 millimeters that apart from the distance of the upper edge of glass fiber reinforcement cement board the connection holes of glass fiber reinforcement cement board bottom is vertical connection holes.
3, cast wall slab-type building member according to claim 1, it is characterized in that: the said connection holes parallel with the glass fiber reinforcement cement board surface is the boss that forms four projectioies when the glass fiber reinforcement cement board moulding in one side, two convex platforms in top, two lower convex platforms in bottom, at convex platform the horizontal connection holes parallel with glass fiber reinforcement cement board arranged, perpendicular connection holes is arranged at lower convex platform.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008200775575U CN201217940Y (en) | 2008-06-13 | 2008-06-13 | Plate-type building component for pouring wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008200775575U CN201217940Y (en) | 2008-06-13 | 2008-06-13 | Plate-type building component for pouring wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201217940Y true CN201217940Y (en) | 2009-04-08 |
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ID=40540773
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2008200775575U Expired - Fee Related CN201217940Y (en) | 2008-06-13 | 2008-06-13 | Plate-type building component for pouring wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201217940Y (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114856042A (en) * | 2022-01-25 | 2022-08-05 | 金相培 | Building integrated formwork with heat insulation layer and construction method thereof |
-
2008
- 2008-06-13 CN CNU2008200775575U patent/CN201217940Y/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114856042A (en) * | 2022-01-25 | 2022-08-05 | 金相培 | Building integrated formwork with heat insulation layer and construction method thereof |
| CN114856042B (en) * | 2022-01-25 | 2024-03-15 | 金相培 | Building integrated template with heat insulation layer and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20090408 Termination date: 20120613 |