CN205062853U - Basement bottom plate post -cast strip template - Google Patents
Basement bottom plate post -cast strip template Download PDFInfo
- Publication number
- CN205062853U CN205062853U CN201520757409.8U CN201520757409U CN205062853U CN 205062853 U CN205062853 U CN 205062853U CN 201520757409 U CN201520757409 U CN 201520757409U CN 205062853 U CN205062853 U CN 205062853U
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- CN
- China
- Prior art keywords
- concrete
- wire cloth
- gauze wire
- bottom plate
- reinforcing bar
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- 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.)
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Abstract
The utility model discloses a basement bottom plate post -cast strip template, including the vertical reinforcement reinforcing bar of welding on the muscle is indulged to the structure, the welding has horizontal reinforcement reinforcing bar on vertical reinforcement reinforcing bar, transversely consolidates reinforcing bar and vertical reinforcement reinforcing bar formation grid structure, has the steel sheet net in the inboard ligature of grid structure, hangs on the net at the steel sheet to be covered with the wire net, and tie up admittedly on the flitch at the top of wire net, and the flitch setting is tied up admittedly on the muscle is indulged to the structure at the online side of steel sheet, flitch, it blocks the strip to have pour the concrete on the in -flanges of the bottom of wire net. The utility model discloses a wire net reinforcing is adopted and add the great steel sheet net of rigidity one outside the wire net the anti power of concrete, strengthens the the stiffness of template, and to the great resistance of wire net production, the reinforcing reduces the deformation of wire net to the anti power of concrete, and the race of reduction concrete is emitted, makes the concrete surface more level and more smooth, through adopting the concrete to block that the strip pushes down the wire net bottom, strengthen the tightness of template bottom, the certainly race of concrete of can effectively shutting out is emitted.
Description
Technical field
The utility model relates to a kind of template of building structure, particularly a kind of basement bottom plate rear pouring tape template.
Background technology
Basement bottom plate rear pouring tape template often adopts to indulge on muscle in structure welds vertical reinforced steel, and vertical reinforced steel welds transversely strengthening reinforcing bar.Vertical reinforced steel and transversely strengthening reinforcing bar form network, hang and apply wire gauze inside network.Because the rigidity of wire gauze is little, little to the drag of concrete, concrete easily run emit and cause shaping after concrete surface undulation very large; At wire gauze and steel plate for sealing water seam crossing and wire gauze seam crossing, because the distortion of wire gauze easily produces gap between steel plate for sealing water and wire gauze, cause concrete to run and emit; Because there being structure reinforcing bars to pass bottom wire gauze, need wire gauze to cut off reinforcing bar is passed, due to impulse force when concrete vibration force and concrete fall, though increase horizontal reinforcement concrete also often occurs to wash wire gauze in bottom open and cause a large amount of races of concrete to emit, for the later stage cleaning of ater-casting causes very large difficulty, easily produce hidden leakage defect.
Summary of the invention
The utility model provides a kind of basement bottom plate rear pouring tape template for solving in known technology the technical problem that exists, and the race that this template can reduce concrete is emitted, and makes the surface of concrete comparatively smooth.
The technical scheme that the utility model is taked for the technical problem existed in solution known technology is: a kind of basement bottom plate rear pouring tape template, comprise and be welded on structure and indulge vertical reinforced steel on muscle, described vertical reinforced steel is welded with transversely strengthening reinforcing bar, described transversely strengthening reinforcing bar and described vertical reinforced steel form network, expanded metal lath is banded with inside described network, described expanded metal lath is hung and is covered with gauze wire cloth, the top of described gauze wire cloth is tied up solid on flitch, described flitch is arranged on above described expanded metal lath, described flitch is tied up and is admittedly indulged on muscle in structure, the bottom of described gauze wire cloth is provided with in-flanges, and the bottom in-flanges of described gauze wire cloth has built concrete barrier rib.
The bottom in-flanges length of described gauze wire cloth is not less than 100mm.
The top of the bottom in-flanges of described gauze wire cloth extends to outside the inner side of described concrete barrier rib.
Diagonal brace is respectively equipped with in the both sides of described vertical reinforced steel.
Described gauze wire cloth is at middle part and steel plate for sealing water overlap joint, and lap length is not less than 100mm.
The thick 0.5mm of described expanded metal lath, short pitch 12mm, long-pitch 30mm, the wide 1.35mm of silk; The mesh size of described gauze wire cloth is 2 × 2mm, and the steel wire diameter of described gauze wire cloth is not less than No. 20 gauges of wire.
The advantage that the utility model has and good effect are: adopt the gauze wire cloth that rigidity is larger, strengthen the drag to concrete, outside gauze wire cloth, the larger expanded metal lath of one rigidity is set up by adopting, strengthen the integral rigidity of template, larger resistance is produced to gauze wire cloth, strengthens the drag to concrete, reduce the distortion of gauze wire cloth, the race reducing concrete is emitted, and makes concrete surface more smooth; By adopting concrete barrier rib to push down bottom gauze wire cloth, strengthen the leakproofness bottom template, the race of the certainly concrete of can effectively shutting out is emitted.The utility model is applicable to the separation of basement bottom plate rear pouring tape, subsiding belt concrete, particularly has good construction effect to thick large concrete base plate.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
In figure: 1, flitch; 2, vertical reinforced steel; 3, transversely strengthening reinforcing bar; 4, diagonal brace; 5, concrete barrier rib; 6, gauze wire cloth; 7, steel plate for sealing water; 8, expanded metal lath; 9, structure indulges muscle.
Detailed description of the invention
For summary of the invention of the present utility model, Characteristic can be understood further, hereby exemplify following examples, and coordinate accompanying drawing to be described in detail as follows:
Refer to Fig. 1, a kind of basement bottom plate rear pouring tape template, comprise and be welded on structure and indulge vertical reinforced steel 2 on muscle 9, described vertical reinforced steel 2 is welded with transversely strengthening reinforcing bar 3, described transversely strengthening reinforcing bar 3 and described vertical reinforced steel 2 form network, expanded metal lath 8 is banded with inside described network, described expanded metal lath 8 is hung and is covered with gauze wire cloth 6, the top of described gauze wire cloth 6 is tied up solid on flitch 1, described flitch 1 is arranged on above described expanded metal lath 8, and described flitch 1 is tied up and admittedly indulged on muscle 9 in structure; The bottom of described gauze wire cloth 6 is provided with in-flanges, and the bottom in-flanges of described gauze wire cloth 6 has built concrete barrier rib 5.
In the present embodiment, the bottom in-flanges length of described gauze wire cloth 6 is not less than 100mm.And then make it be not less than 100mm by the length that concrete barrier rib is pushed down, strengthen the steadiness connected therebetween.The top of the bottom in-flanges of described gauze wire cloth 6 extends to outside the inner side of described concrete barrier rib.The steadiness connected can be strengthened further therebetween.Diagonal brace 4 is respectively equipped with, to reinforce vertical reinforced steel 2 in the both sides of described vertical reinforced steel 2.Described gauze wire cloth 6 overlaps at middle part and steel plate for sealing water 7, and lap length is not less than 100mm, emits from seam crossing race to prevent concrete.The thick 0.5mm of described expanded metal lath 8, short pitch 12mm, long-pitch 30mm, the wide 1.35mm of silk; The mesh size of described gauze wire cloth 6 is 2 × 2mm, and the steel wire diameter of described gauze wire cloth 6 is not less than No. 20 gauges of wire.
Although be described preferred embodiment of the present utility model by reference to the accompanying drawings above; but the utility model is not limited to above-mentioned detailed description of the invention; above-mentioned detailed description of the invention is only schematic; be not restrictive; those of ordinary skill in the art is under enlightenment of the present utility model; do not departing under the ambit that the utility model aim and claim protect, can also make a lot of form, these all belong within protection domain of the present utility model.
Claims (6)
1. a basement bottom plate rear pouring tape template, comprise and be welded on structure and indulge vertical reinforced steel on muscle, described vertical reinforced steel is welded with transversely strengthening reinforcing bar, described transversely strengthening reinforcing bar and described vertical reinforced steel form network, it is characterized in that, expanded metal lath is banded with inside described network, described expanded metal lath is hung and is covered with gauze wire cloth, the top of described gauze wire cloth is tied up solid on flitch, described flitch is arranged on above described expanded metal lath, and described flitch is tied up and admittedly indulged on muscle in structure; The bottom of described gauze wire cloth is provided with in-flanges, and the bottom in-flanges of described gauze wire cloth has built concrete barrier rib.
2. basement bottom plate rear pouring tape template according to claim 1, is characterized in that, the bottom in-flanges length of described gauze wire cloth is not less than 100mm.
3. basement bottom plate rear pouring tape template according to claim 1, is characterized in that, the top of the bottom in-flanges of described gauze wire cloth extends to outside the inner side of described concrete barrier rib.
4. basement bottom plate rear pouring tape template according to claim 1, is characterized in that, is respectively equipped with diagonal brace in the both sides of described vertical reinforced steel.
5. basement bottom plate rear pouring tape template according to claim 1, is characterized in that, described gauze wire cloth is at middle part and steel plate for sealing water overlap joint, and lap length is not less than 100mm.
6. basement bottom plate rear pouring tape template according to claim 1, is characterized in that, the thick 0.5mm of described expanded metal lath, short pitch 12mm, long-pitch 30mm, the wide 1.35mm of silk; The mesh size of described gauze wire cloth is 2 × 2mm, and the steel wire diameter of described gauze wire cloth is not less than No. 20 gauges of wire.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201520757409.8U CN205062853U (en) | 2015-09-28 | 2015-09-28 | Basement bottom plate post -cast strip template |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201520757409.8U CN205062853U (en) | 2015-09-28 | 2015-09-28 | Basement bottom plate post -cast strip template |
Publications (1)
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CN205062853U true CN205062853U (en) | 2016-03-02 |
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CN201520757409.8U Expired - Fee Related CN205062853U (en) | 2015-09-28 | 2015-09-28 | Basement bottom plate post -cast strip template |
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109183825A (en) * | 2018-09-12 | 2019-01-11 | 中国二十冶集团有限公司 | The construction method of raft board post poured band side form |
CN109322327A (en) * | 2018-11-19 | 2019-02-12 | 中国冶集团有限公司 | A kind of construction method basement room board post poured band plate device and its used |
CN110468883A (en) * | 2019-08-26 | 2019-11-19 | 吴廷兵 | The method that foundation concrete post-cast strip conventional mould improves construction |
-
2015
- 2015-09-28 CN CN201520757409.8U patent/CN205062853U/en not_active Expired - Fee Related
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109183825A (en) * | 2018-09-12 | 2019-01-11 | 中国二十冶集团有限公司 | The construction method of raft board post poured band side form |
CN109322327A (en) * | 2018-11-19 | 2019-02-12 | 中国冶集团有限公司 | A kind of construction method basement room board post poured band plate device and its used |
CN110468883A (en) * | 2019-08-26 | 2019-11-19 | 吴廷兵 | The method that foundation concrete post-cast strip conventional mould improves construction |
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Legal Events
Date | Code | Title | Description |
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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: 20160302 Termination date: 20210928 |
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CF01 | Termination of patent right due to non-payment of annual fee |