CN206800323U - One kind is used for the vertical sealing swaging die of concrete works movement joint - Google Patents
One kind is used for the vertical sealing swaging die of concrete works movement joint Download PDFInfo
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- CN206800323U CN206800323U CN201720428329.7U CN201720428329U CN206800323U CN 206800323 U CN206800323 U CN 206800323U CN 201720428329 U CN201720428329 U CN 201720428329U CN 206800323 U CN206800323 U CN 206800323U
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- concrete
- swaging die
- side plate
- movement joint
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Abstract
The utility model discloses one kind to be used for the vertical sealing swaging die of concrete works movement joint, the swaging die includes two groups of side plates being parallel to each other, two groups of necks being parallel to each other are equipped with the opposite face of side plate described in two groups, lower clamp is arranged with the bottom neck of side plate described in two groups, connected between lower clamp described in two groups by bottom plate, clamp is arranged with the top neck of side plate described in two groups, bituminous felt is provided between the second stage concrete and fist stage concrete.The utility model is by the way of swaging die is assembled, it is easy to assemble form removal, deformation joint seepage water problems caused by can solving stratum differential settlement, or the deformation joint seepage problem caused by the expanding with heat and contract with cold of concrete component caused by the change of environment temperature, the leakage problems caused by deformation such as the changing of the relative positions of movement joint section interface, displacement etc. caused by the natural calamities such as earthquake can also be prevented.
Description
Technical field
Underground/submerged structure waterproof technique field is the utility model is related to, is specially that a kind of concrete works that is used for deforms
Stitch vertical sealing swaging die.
Background technology
In existing concrete structure, for example, it is the underground such as checkdam, cistern, subway, culvert, sluice, tunnel, underwater
In engineering, due to being unable to continuous placing or the deformation due to settlement of foundation (earthquake), or the coagulation caused by the change of temperature
The reason such as expand with heat and contract with cold of native component, deliberately leaves movement joint, construction joint, these gaps will take antiseep to arrange often pouring
Apply, prevent external water or underground water from leaking into structure space, present usual way is, in fist stage concrete and the second stage of coagulation
Concrete pit is set between soil, maltha and copper sheet or rubber water-proof piece are set in groove, however, this method needs advance precast concrete
Groove, in order that concrete pit and second stage concrete can combine closely, it is necessary to carry out dabbing processing to peripheral 3 faces of concrete pit, this
Sample will extend the duration and increase is artificial, simultaneously because concrete pit typically only has 50-100cm per segment length (height), deform
Gap will be connected and composed by multiple concrete pits, therefore can produce a plurality of transverse slot, and multiple concrete pits is irregular
Deformation, the race of postorder perfusion maltha can be caused to emit phenomenon, and be difficult to clean up；And use number of patent application 2014100489253
With channel-section steel replace concrete pit technology, although than former construction method can save expense and shorten the duration, due to groove
Steel will be deposited in dam body, it is not possible to reused, therefore still caused to waste.
Utility model content
The purpose of this utility model is that providing one kind is used for the vertical sealing swaging die of concrete works movement joint, to solve
The problem of being proposed in above-mentioned background technology.
To achieve the above object, the utility model provides following technical scheme：
One kind is used for the vertical sealing swaging die of concrete works movement joint, including fist stage concrete, swaging die and second phase mix
Solidifying soil, the interior sealing piece being provided with inverted L-shaped of the fist stage concrete, and sealing piece are through fist stage concrete and extend to outer, institute
The rectangular in cross-section of swaging die is stated, the swaging die includes two groups of side plates being parallel to each other, the opposite face of side plate described in two groups
On be equipped with two groups of necks being parallel to each other, and two groups of necks are separately positioned on the top and bottom of two groups of side plate side walls, two
Limited block is equipped with opposite face one end of the group neck, lower clamp is arranged with the bottom neck of side plate described in two groups,
Connected between lower clamp described in two groups by bottom plate, clamp, two groups of institutes are arranged with the top neck of side plate described in two groups
The other end for stating clamp is respectively connected with top plate, and the opposite side of top plate is equipped with elastic rubber slab, and elastic caoutchouc described in two groups
The opposite side semicircular in shape of plate, the several fixed columns being equally spaced, side plate described in two groups are equipped with described in two groups at the top of side plate
Lateral wall on be equipped with the air bag band that array is parallel to each other, and be equipped with valve on one end of each air bag band
Mouth, lifting hole(eyelet) is equipped with the middle part of one end opposite face of side plate described in two groups, the sealing piece is through two groups of elastic rubber slabs
The space left extend into swaging die and has poured second stage concrete, and is hung after second stage concrete initial set and by swaging die
Go out, the second stage concrete section forms the die cavity for being available for injecting molten asphalt, the second stage concrete and fist stage concrete it
Between be provided with bituminous felt, and bituminous felt is arranged on the both sides of swaging die.
Preferably, upper clamp is structure as a whole with two groups of top plates respectively described in two groups.
Preferably, the elastic rubber slab is connected by way of card is set with top plate, and is stayed between two groups of elastic rubber slabs
Some gap lengths are more than the thickness of sealing piece.
Preferably, lower clamp is structure as a whole with bottom plate described in two groups.
Preferably, the bottom cross section of the sealing piece is in isosceles triangle.
Compared with prior art, the beneficial effects of the utility model are：The utility model when in use, first by die cavity module
Load, and air bag band is filled into upper air, be allowed to expand, and swaging die and sealing piece are installed together, can
The die cavity for holding pitch is put to be precast in second stage concrete section, concrete soil box is not required to, the duration can be shortened, swaging die exists
After form removal, swaging die can also be reused, and reduce cost, can be constructed in the box dam such as checkdam, cistern retaining wall,
Available for the construction application of the various concrete works movement joint sealings such as the undergrounds such as subway, culvert, sluice, tunnel, underwater, deformation
Seam is neat non-leakage.The utility model is easy to assemble form removal by the way of swaging die is assembled, and it is uneven heavy can to solve stratum
Deformation joint seepage water problems caused by drop, or become caused by the expanding with heat and contract with cold of concrete component caused by the change of environment temperature
Shape stitches leakage problems, can also prevent deformation such as the changing of the relative positions of movement joint section interface, displacement etc. caused by the natural calamities such as earthquake
Caused leakage problems.
Brief description of the drawings
Fig. 1 is the utility model structure diagram；
Fig. 2 is the utility model swaging die structural representation；
Fig. 3 is the interior outer side view of the utility model side plate；
Fig. 4 is the utility model top board structure schematic diagram；
Fig. 5 is the utility model base arrangement schematic diagram；
Fig. 6 is to fill overlooking the structure diagram after pitch in the utility model die cavity.
In figure：1 fist stage concrete, 2 swaging dies, 3 second stage concretes, 4 sealing pieces, 5 pitches, 6 die cavities, 7 bituminous felts,
21 side plates, 22 necks, 23 times clamps, 24 bottom plates, clamp, 26 top plates, 27 elastic rubber slabs, 28 fixed columns, 29 air gas on 25
Capsule band, 30 valve cocks, 31 lifting hole(eyelet)s, 32 limited blocks.
Embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the embodiment of the utility model is carried out
Clearly and completely describing, it is clear that described embodiment is only the utility model part of the embodiment, rather than whole
Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are not under the premise of creative work is made
The every other embodiment obtained, belong to the scope of the utility model protection.
Fig. 1-6 are referred to, the utility model provides a kind of technical scheme：
One kind is used for the vertical sealing swaging die of concrete works movement joint, including fist stage concrete 1, swaging die 2 and second phase
Concrete 3, is provided with the sealing piece 4 in inverted L-shaped in fist stage concrete 1, and sealing piece 4 through fist stage concrete 1 and extend to it is outer,
And the bottom cross section of sealing piece 4 is in isosceles triangle, is facilitated insertion into swaging die 2, the rectangular in cross-section of swaging die 2, type
Chamber mould 2 includes two groups of side plates 21 being parallel to each other, and two groups of necks being parallel to each other are equipped with the opposite face of two groups of side plates 21
22, and two groups of necks 22 are separately positioned on the top and bottom of two groups of side walls of side plate 21, opposite face one end of two groups of necks 22
On be equipped with limited block 32, be arranged with lower clamp 23 in the bottom neck 22 of two groups of side plates 21, lead under two groups between clamp 23
Cross bottom plate 24 to connect, and clamp 23 is structure as a whole with bottom plate 24 under two groups, in the top neck 22 of two groups of side plates 21 blocks
Provided with upper clamp 25.
The other end of clamp 25 is respectively connected with top plate 26 on two groups, and clamp 25 is respectively one with two groups of top plates 26 on two groups
Body structure, the opposite side of two groups of top plates 26 are equipped with elastic rubber slab 27, and the opposite side semicircular in shape of elastic rubber slab 27, entered
One step is easy to sealing piece 4 to be inserted into swaging die 2, and elastic rubber slab 27 is connected by way of card is set with top plate 26, and two groups
The gap length left between elastic rubber slab 27 is more than the thickness of sealing piece 4, and the top of two groups of side plates 21 is equipped with equidistant point
Several fixed columns 28 of cloth, the air bag band 29 that array is parallel to each other is equipped with the lateral wall of two groups of side plates 21, and each
Valve cock 30 is equipped with one end of air bag band 29, is easy to form removal, is all provided with the middle part of one end opposite face of two groups of side plates 21
There is lifting hole(eyelet) 31, be advantageous to hanging out for side plate 21, the space that sealing piece 4 leaves through two groups of elastic rubber slabs 27 extend into type
In chamber mould 2 and second stage concrete 3 has been poured, and has been hung out after the initial set of second stage concrete 3 and by swaging die 2, second stage concrete 3 is disconnected
Face forms the die cavity 6 for being available for injecting molten asphalt 5, and bituminous felt 7 is provided between second stage concrete 3 and fist stage concrete 1, and
Bituminous felt 7 is arranged on the both sides of swaging die 2.
The utility model when in use, first assembles swaging die 2, and air bag band 29 is filled into upper air, makes
Expand, and swaging die 2 and sealing piece 4 are installed together, can be precast in the section of second stage concrete 3 and put appearance pitch
5 die cavity 6, is not required to concrete soil box, can shorten the duration, and after form removal, swaging die 2 can also be reused swaging die 2,
Reduce cost, can be constructed in the box dam such as checkdam, cistern retaining wall, can also be used for subway, culvert, sluice, tunnel etc.
The construction application of the various concrete works movement joint sealings such as underground, underwater, movement joint are neatly non-leakage.The utility model uses
Assemble swaging die 2 mode, be easy to assemble form removal, deformation joint seepage water problems caused by can solving stratum differential settlement,
Or the deformation joint seepage problem caused by the expanding with heat and contract with cold of concrete component caused by the change of environment temperature, can also prevent because
Leakage problems caused by deformation such as the changing of the relative positions of movement joint section interface, displacement etc. caused by the natural calamities such as earthquake.
While there has been shown and described that embodiment of the present utility model, for the ordinary skill in the art,
It is appreciated that these embodiments can be carried out with a variety of changes in the case where not departing from principle of the present utility model and spirit, repaiied
Change, replace and modification, the scope of the utility model are defined by the appended claims and the equivalents thereof.
Claims (5)
1. one kind is used for the vertical sealing swaging die of concrete works movement joint, including fist stage concrete (1), swaging die (2) and two
Phase concrete (3), it is characterised in that：The sealing piece (4) in inverted L-shaped, and sealing piece (4) are provided with the fist stage concrete (1)
Through fist stage concrete (1) and extend to outside, the rectangular in cross-section of the swaging die (2), the swaging die (2) includes two groups of phases
Mutually parallel side plate (21), two groups of necks being parallel to each other (22) are equipped with the opposite face of side plate (21) described in two groups, and
Two groups of necks (22) are separately positioned on the top and bottom of two groups of side plate (21) side walls, the opposite face of neck (22) described in two groups
Limited block (32) is equipped with one end, is arranged with lower clamp (23) in the bottom neck (22) of side plate (21) described in two groups, two
Connected by bottom plate (24) between the group lower clamp (23), be arranged with the top neck (22) of side plate (21) described in two groups
Upper clamp (25), the other end of upper clamp (25) is respectively connected with top plate (26) described in two groups, and top plate (26) is another described in two groups
Side is equipped with elastic rubber slab (27), and the opposite side semicircular in shape of elastic rubber slab (27), the top of side plate (21) described in two groups
Portion is equipped with the several fixed columns (28) being equally spaced, and being equipped with array on the lateral wall of side plate (21) described in two groups is parallel to each other
Air bag band (29), and be equipped with valve cock (30), side plate described in two groups on one end of each air bag band (29)
(21) lifting hole(eyelet) (31) is equipped with the middle part of one end opposite face, the sealing piece (4) is through two groups of elastic rubber slabs (27)
The space left extend into swaging die (2) and has poured second stage concrete (3), and after second stage concrete (3) initial set and incites somebody to action
Swaging die (2) is hung out, and second stage concrete (3) section forms the die cavity (6) for being available for injecting molten asphalt (5), the second phase
Bituminous felt (7) is provided between concrete (3) and fist stage concrete (1), and bituminous felt (7) is arranged on swaging die (2)
Both sides.
2. one kind according to claim 1 is used for the vertical sealing swaging die of concrete works movement joint, it is characterised in that：Two
The group upper clamp (25) is structure as a whole with two groups of top plates (26) respectively.
3. one kind according to claim 1 is used for the vertical sealing swaging die of concrete works movement joint, it is characterised in that：Institute
Elastic rubber slab (27) is stated to be connected with top plate (26) by way of card is set, and the sky left between two groups of elastic rubber slabs (27)
Gap width is more than the thickness of sealing piece (4).
4. one kind according to claim 1 is used for the vertical sealing swaging die of concrete works movement joint, it is characterised in that：Two
The group lower clamp (23) is structure as a whole with bottom plate (24).
5. one kind according to claim 1 is used for the vertical sealing swaging die of concrete works movement joint, it is characterised in that：Institute
The bottom cross section for stating sealing piece (4) is in isosceles triangle.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720428329.7U CN206800323U (en) | 2017-04-23 | 2017-04-23 | One kind is used for the vertical sealing swaging die of concrete works movement joint |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720428329.7U CN206800323U (en) | 2017-04-23 | 2017-04-23 | One kind is used for the vertical sealing swaging die of concrete works movement joint |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206800323U true CN206800323U (en) | 2017-12-26 |
Family
ID=60733494
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720428329.7U Expired - Fee Related CN206800323U (en) | 2017-04-23 | 2017-04-23 | One kind is used for the vertical sealing swaging die of concrete works movement joint |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206800323U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110513112A (en) * | 2019-09-04 | 2019-11-29 | 中国电建集团中南勘测设计研究院有限公司 | A kind of flowing hole forms device and shaft construction method |
| CN113622432A (en) * | 2021-07-22 | 2021-11-09 | 深圳市工勘岩土集团有限公司 | Foundation ditch supporting beam construction structures convenient to deciduate |
| CN115233623A (en) * | 2022-08-18 | 2022-10-25 | 上海市水利工程集团有限公司 | Reverse-insertion integrally-installed reverse-construction copper sheet water-stopping fixing device and construction method |
-
2017
- 2017-04-23 CN CN201720428329.7U patent/CN206800323U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110513112A (en) * | 2019-09-04 | 2019-11-29 | 中国电建集团中南勘测设计研究院有限公司 | A kind of flowing hole forms device and shaft construction method |
| CN113622432A (en) * | 2021-07-22 | 2021-11-09 | 深圳市工勘岩土集团有限公司 | Foundation ditch supporting beam construction structures convenient to deciduate |
| CN113622432B (en) * | 2021-07-22 | 2022-09-02 | 深圳市工勘岩土集团有限公司 | Foundation ditch supporting beam construction structures convenient to drawing of patterns |
| CN115233623A (en) * | 2022-08-18 | 2022-10-25 | 上海市水利工程集团有限公司 | Reverse-insertion integrally-installed reverse-construction copper sheet water-stopping fixing device and construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20171226 Termination date: 20180423 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |