CN208718159U - Precast wall body and its mold with tubular conduit - Google Patents
Precast wall body and its mold with tubular conduit Download PDFInfo
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- CN208718159U CN208718159U CN201821392530.5U CN201821392530U CN208718159U CN 208718159 U CN208718159 U CN 208718159U CN 201821392530 U CN201821392530 U CN 201821392530U CN 208718159 U CN208718159 U CN 208718159U
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Abstract
The utility model discloses a kind of precast wall body and its mold with tubular conduit, precast wall body with tubular conduit includes the wall ontology being made of concrete, there is transverse steel and vertical reinforcement in wall ontology, at least one set of tubular coagulations soil is constructed in wall body interior and pours channel, and tubular coagulations soil pours channel and penetrates through from wall ontology top to wall ontology bottom end；The cavity of lateral lower concrete connection is constructed in wall ontology bottom end, the cavity of lower concrete connection pours channel with the tubular coagulations soil and is connected to；It is also configured with steel bar groove on the inside of wall body bottom portion, is connected for exposing the vertical reinforcement of wall body bottom portion, and then with lower layer wall steel bar.The wall have the processing is simple, it is longitudinally connected quickly, the strong advantage of shock resistance.
Description
Technical field
The utility model relates to precast wall body technical field, especially a kind of precast wall body and its mould with tubular conduit
Tool.
Background technique
Excessively a kind of precast wall body of inventor's once invention, it is internal with big cavity, it is prefabricated as disclosed in CN207224231U
Wall, the internal elongated cavity with precast wall body up and down.Such precast wall body needs mould during prefabricated
Plate, semicircular symmetric mode pipe fit together the mold to form construction cavity, increase the complexity of mould structure, and right
Assembly precision between each mold requires high.
Because in consideration of it, special propose the utility model.
Utility model content
The purpose of the utility model is to provide a kind of precast wall bodies with tubular conduit, the big cavity relative to strip
Wall, the processing is simple, while also having steel bar groove, grafting reinforcing bar is easy to align with when wall is longitudinally connected, assembly is quick, and can
Improve the shock resistance of wall.
To achieve the goals above, a kind of precast wall body with tubular conduit provided by the utility model, including by coagulation
The wall ontology that soil is constituted, wall ontology is interior to have transverse steel and vertical reinforcement, constructs at least one in wall body interior
Group tubular coagulations soil pours channel, and tubular coagulations soil pours channel and penetrates through from wall ontology top to wall ontology bottom end；In wall
Body ontology bottom end constructs the cavity of lateral lower concrete connection, the cavity and the tubular coagulation of lower concrete connection
Soil pours channel connection；It is also configured with steel bar groove on the inside of wall body bottom portion, for exposing the vertical of wall body bottom portion
Reinforcing bar is connected with lower layer's wall steel bar.
Further, the tubular coagulations soil pour channel include it is multiple, multiple tubular coagulations soils are with pouring channel spacing
It is horizontally arranged in the wall body interior, the bottom of wall ontology described in the cavity lateral direction penetrating of the lower concrete connection
Portion, each tubular coagulations soil pour the bottom of the channel and are connected with the cavity of lower concrete connection.
Further, the cavity of lower concrete connection includes that pour channel with each tubular coagulations soil direct
The vertical cavity of connection and the transverse passageway of the adjacent vertical cavity of connection.
Further, the vertical cavity is tubular cavity.
Further, the steel bar groove is located on the inner wall of vertical cavity, and extends along inner wall to wall body interior.
Further, the vertical cavity is the combination of tubular cavity and square cavity.
Further, the steel bar groove is located on the inner wall of square cavity, and extends along inner wall to wall body interior.
Further, the top surface of the transverse passageway is the arcwall face to wall inner hump.
Further, the wall ontology is inner wall, is also successively arranged insulating layer and exterior wall in interior wall outer side.
Further, on the inner wall of the steel bar groove wall body bottom portion parallel opposed.
The utility model additionally provides a kind of for making the mold of above-mentioned wall, and the mold includes rectangular mould frame
With mould pipe, mould pipe is inserted into inside the mold frame from the top margin of mold frame, extends to mold frame bottom edge；In mold frame
Bottom edge be equipped with for construct lower concrete connection cavity module；Into mold, the mould pipe is formed after casting concrete
The tubular coagulations soil for the cavity connection connecting with lower concrete pours channel.It is additionally provided in the rectangular mould frame for structure
Make the module of steel bar groove.
Precast wall body and its mold provided by the utility model with tubular conduit, has the following beneficial effects:
1, tubular coagulations soil, which pours channel always, can be conducted to the bottom of wall, pour channel in construction tubular coagulations soil
When, a variety of moulds can not be needed using a whole tubulose or the steel pipe (or pipe of other materials) for being similar to tubulose as mold
Block is assembled, and the installation procedure of processing cost and mold has been saved.
2, there is steel bar groove in the bottom of wall ontology, the vertical reinforcement of bottom is exposed, when upper and lower wall connecting
When, facilitate the top vertical reinforcement of lower section wall to carry out the grafting of reinforcing bar according to the position rapid alignment of steel bar groove, meanwhile, reinforcing bar
Slot increases sectional area of the cavity in upper and lower wall steel bar junction of lower concrete connection, is conducive to enhance cast-in-place concrete
With the binding force of reinforcing bar, and then the shock resistance of wall is improved.
Detailed description of the invention
Fig. 1 is a kind of schematic view of the front view of the precast wall body with tubular conduit provided by the embodiment of the utility model；
Fig. 2 is a kind of side structure schematic view of the precast wall body with tubular conduit provided by the embodiment of the utility model；
Fig. 3 is a kind of overlooking structure diagram of the precast wall body with tubular conduit provided by the embodiment of the utility model；
Fig. 4 is a kind of present invention looks up structural representation of the precast wall body with tubular conduit provided by the embodiment of the utility model；
Fig. 5 is a kind of schematic perspective view of the precast wall body with tubular conduit provided by the embodiment of the utility model；
Fig. 6 is that a kind of stereochemical structure for precast wall body with tubular conduit that another embodiment of the utility model provides is shown
It is intended to；
Fig. 7 is a kind of structural representation of the precast wall body exterior wall with tubular conduit provided by the embodiment of the utility model
Figure；
Fig. 8 is a kind of structure for precast wall body exterior wall with tubular conduit that another embodiment of the utility model provides
Schematic diagram；
Fig. 9 is a kind of longitudinally connected signal of precast wall body inner wall with tubular conduit provided by the embodiment of the utility model
Figure；
Figure 10, which is that a kind of precast wall body exterior wall with tubular conduit provided by the embodiment of the utility model is longitudinally connected, to be shown
It is intended to；
Figure 11 provides the mold structure diagram of precast wall body for the utility model embodiment；
Figure 12 is the partial enlarged view of mould bottom of the tube in Figure 11.
Figure 13 is the signal of another square box mould structure in the mold of precast wall body provided by the embodiment of the utility model
Figure.
Figure 14 is the structural schematic diagram of another wall；
Figure 15 is the structural schematic diagram of another square box mold；
Figure 16 is another wall body structure schematic diagram；
Figure 17 is another wall mold schematic diagram；
Figure 18 is another interior wall bottom schematic view；
Figure 19 is another exterior wall bottom schematic view.
In figure:
1- wall ontology；2- vertical reinforcement；3- transverse steel；4- tubular coagulations soil pours channel；5- steel bar groove；The bottom 6-
The cavity of concrete connection；The vertical cavity of 61-；62- transverse passageway；611- tubular cavity；612- square cavity；621- arc
Face；7- insulation board；8- siphonal lobe wall；9- rectangular mould frame；10- mould pipe；11- square box mold；12- internal module；13- moves mould
Platform；14- fixes die station；15- reinforcing bar groove mould；16- lateral direction penetrating hole.
Specific embodiment
Several illustrative embodiments shown in below with reference to the accompanying drawings describe the principles of the present invention and spirit.
It should be appreciated that describing these embodiments just for the sake of making those skilled in the art can better understand that realizing this reality in turn
With novel, and the scope of the utility model is not limited in any way.
The utility model embodiment provides a kind of precast wall body with tubular conduit, as shown in Figs. 1-5, the precast wall body
Including the wall ontology 1 made of concrete, there is laterally staggered reinforcing bar inside wall ontology 1.Vertical reinforcement 2 is from wall sheet
The top of body 1 is stretched out, and for the connection of upper and lower wall, transverse steel 3 is stretched out from the left and right sides of wall ontology 1, is used for wall
Lateral connection.
Go out at least one set of tubular coagulations soil in 1 internal structure of wall ontology and pour channel 4, tubular coagulations soil pours channel 4
It penetrates through from 1 top of wall ontology to 1 bottom end of wall ontology.Multiple groups grouting channel 4 is constructed in the present embodiment, along wall ontology
The 1 laterally spaced and parallel arrangement inside wall ontology 1.Lateral lower concrete connection is constructed in 1 bottom end of wall ontology
Cavity 6, the cavity 6 of lower concrete connection pours channel 4 with each tubular coagulations soil and is connected to.In 1 bottom of wall ontology
Inside is also configured with steel bar groove 5, and the vertical reinforcement 2 of 1 bottom of wall ontology is located in steel bar groove 5, i.e. steel bar groove 5 is by vertical reinforcement
2 bottom-exposed comes out." cavity of lower concrete connection " is referred to constructing cavity in wall bottom, be used
After cast-in-place mixed filling, two inside side walls of wall bottom can be linked together.(two sidewalls of wall can be regarded as folding
Two wallboards for closing wall, after concrete enters cavity, two wallboards are linked together by concrete, because of referred to herein as bottom
The cavity of concrete connection).
Tubular coagulations soil, which pours channel 4 always, can be conducted to the bottom of wall, pour channel 4 in construction tubular coagulations soil
When, a variety of moulds can not be needed using a whole tubulose or the steel pipe (or pipe of other materials) for being similar to tubulose as mold
Block is assembled (for example, not needing various half arc mould pipes in the prior art, module), has saved processing cost and mold
Installation procedure.In addition, there is steel bar groove 5 in the bottom of wall ontology 1, the vertical reinforcement 2 of bottom is exposed, when upper and lower wall
When body connects, the top vertical reinforcement 2 of lower section wall is facilitated to carry out the grafting of reinforcing bar according to the position rapid alignment of steel bar groove 5,
Meanwhile steel bar groove 5 has three two sides cell wall, slot bottom faces, increases the cavity of lower concrete connection in upper and lower wall steel bar
The bonded area of junction is conducive to the binding force for enhancing cast-in-place concrete and reinforcing bar, and then improves the shock resistance of wall.
In addition, continuous elongated cavity space vacant in wall inner transverse is larger, supporting point is less, in hoisting process such as
The corresponding surface of wall stress of fruit chamber portion is excessive, is also easy to produce the adverse effect of stress concentration.The tubular coagulation of the present embodiment
Soil pours channel horizontally almost without continuous long section cavity, and internal concrete support intensity is more preferable.
In the present embodiment, the bottom of wall ontology 1 described in 6 lateral direction penetrating of cavity of lower concrete connection is each described
Tubular coagulations soil pours the cavity 6 that 4 bottom of channel is connect with the lower concrete and is connected.From side, in wall sheet
Body bottom forms the continuous cavity that lateral section is arc.
The concrete shape of cavity does not constitute the restriction to the utility model, other than the shape that following embodiments are enumerated,
It can be using other shapes.
According to an embodiment of the invention, the cavity 6 of lower concrete connection includes two sections, one section is and each tubulose
The vertical cavity 61 that concreting channel 4 is directly connected to, directly connection pour the bottom in channel 4 in tubular coagulations soil.Cause
Have for the grouting of tubulose in the present embodiment logical 4 it is multiple, so be accordingly also formed the vertical cavity 61 at multiple intervals, into
One step, the cavity 6 of lower concrete connection further includes the transverse passageway 62 for being connected to adjacent vertical cavity.Transverse passageway 62 is by wall
Bottom Liancheng of body one, in the concrete that pours back wall bottom, horizontally Liancheng one, good integrity improve wall
The globality intensity of body.
In one embodiment, as shown in figure 5, vertical cavity 61 is tubular cavity, when constructing wall, tubulose it is vertical
Cavity and tubular coagulations soil pour 4 seamless connection of channel, thus can also from the appearance regard as tubular coagulations soil pour it is logical
Road 4 leads to bottom in 1 bottom one of wall ontology.Steel bar groove 5 is located on the inner wall of vertical cavity 61, and along inner wall to wall ontology
1 internal stretch.It is configured with a steel bar groove on the inner wall of close one side surface of wall ontology of the vertical cavity of tubulose, perpendicular
Another steel bar groove is configured on the inner wall of another side surface of the close wall of cavity, two steel bar grooves are arranged in parallel.
In another embodiment, as shown in fig. 6, vertical cavity 61 is the group of tubular cavity 611 and square cavity 612
It closes.I.e. half is tubular cavity 611, the other half is square cavity 612.Steel bar groove 5 is located on the inner wall of square cavity 612, and
Extend along inner wall to wall body interior.Specifically, it is constructed on the inner wall of one side surface of close wall of square cavity 612
There is a steel bar groove, is configured with another steel bar groove, two steel on the inner wall of another side surface of wall in square cavity 612
Muscle slot is arranged in parallel.
In some embodiments, the side of wall ontology 1 also has the lateral direction penetrating hole 16 of lateral direction penetrating wall ontology 1.
As shown in figure 14.
Embodiment according to the present utility model, the top surface of transverse passageway 62 are the arcwall face 621 to wall inner hump.It is grand
The arcwall face 621 risen is equivalent to a kind of support construction of arch, pours in adjacent tubular coagulations soil and forms end between channel 4
Portion is the ribs of arch support structures, further strengthens the internal intensity of wall ontology 1.
Precast wall body shown in Fig. 1-6 is that interior wall can also be orderly arranged outside each guarantor in interior wall on the basis of interior wall
Warm plate 7 and siphonal lobe wall 8, so that it may be used as exterior wall.It is the exterior wall that bottom is the vertical cavity of tubulose, Fig. 8 as shown in Figure 7
Show that bottom is the exterior wall of tubulose and square combination cavity.
In use, can pour casting concrete in channel 4 from tubular coagulations soil, concrete enters tubular coagulations soil and pours
Behind channel 4, the cavity 6 that the lower concrete into bottom connects, and laterally circulated by transverse passageway 62 in the bottom of wall.
After the completion of pouring, concrete ultimately forms complete wall in wall solidified inside.
When wall is longitudinally connected, the vertical reinforcement 2 at the top of lower wall is penetrated in the steel bar groove of wall bottom, and concrete will
The vertical connection reinforcing bar of upper and lower wall is combined together, and completes longitudinal assembly connection of wall.Fig. 9 shows inner wall
Longitudinally connected mode, Figure 10 show the longitudinally connected mode of exterior wall.
The utility model embodiment additionally provides a kind of for making the mold of above-mentioned wall, and the mold includes rectangular mold
Have frame and mould pipe, mould pipe is inserted into inside the mold frame from the top margin of mold frame, extends to mold frame bottom edge；In mould
The bottom edge of tool frame is equipped with the module of the cavity for constructing lower concrete connection；The mould after casting concrete into mold
The tubular coagulations soil that pipe forms the cavity connection connecting with lower concrete pours channel.It is additionally provided in the rectangular mould frame
Module for distributing bar slot.
As depicted in figs. 11-12, the structure and its usage mode of mold are shown.In one embodiment, such as Figure 11 institute
Show, mold includes rectangular mould frame 9, mould pipe 10 is equipped in rectangular mould frame 9, mould pipe 10 is through rectangular mould frame 9
Top extends to bottom edge.Steel bar groove (two mould pipes that such as Figure 11 leans on the right), such shape can be directly set on mould pipe 10
At the first wall in the present embodiment, (the square box mold 11 of square box mold 11 can also be equipped in the bottom side of mould pipe 10
Top can be tack, have chamfering (as shown in figure 13) or other shapes), the front and rear sides of square box mold (only show in figure
Side out) it is equipped with reinforcing bar groove mould 15, reinforcing bar groove mould 15 can use rubber strip, and convenient disassembly (can also use other materials
Or form).Material is thus formed the walls of half square box of bottom belt.On the bottom edge of rectangular mould frame 9, between adjacent mould pipe
It is equipped with the internal module 12 swelled upwards, for constructing the cavity of lower concrete connection.Rectangular mould frame 9 top margin also
Equipped with concrete pouring hole, for pouring into rectangular mould frame 9 to form precast wall body.
In use, mobile die station 13 is propped and rectangular mould frame 9 and fixed die station 14 fasten.It is poured from top
(plane pouring can also being used in some other embodiment, is laterally poured), concrete enters rectangular mould frame afterwards
Interior, the concreting channel for the tubulose that mould pipe 10 is formed, internal module 12 forms the cavity of lower concrete connection.It pours
Afterwards, square box mold and mould can be pulled out downwards by mechanical removal other driving mechanisms such as (also can) electric lift, hydraulic cylinders
Pipe, the wall made is hung away from above.
Figure 15 shows the structure of another mold, and the mould pipe of the mold is identical with above-described embodiment, and difference is square box
Mold 11 is pin-connected panel, can use multi-disc, such as 2 or 3 (or more) die assemblies are at square box mold.In this way, adjacent
Die blade between can produce sliding, disassembly when by it is this sliding it is more laborsaving.
Figure 16 shows another wall body structure, and tubular coagulations soil pours channel 4 as ellipse.Figure 17 is another wall
Mould, mould pipe 10 is using ellipse, and correspondingly, the tubular coagulations soil of manufactured inner wall pours the pipe of channel 4 and exterior wall
Shape concreting channel 4 is oval (respectively as shown in Figure 18,19).
A row is arranged in mould pipe in the present embodiment, can also be arranged side by side multiple rows of.
Specific case used herein elaborates utility model design, and the explanation of above embodiments is
It is used to help understand the core concept of the utility model.It should be pointed out that for those skilled in the art,
Under the premise of not departing from utility model design, any obvious modification, equivalent replacement or the other improvements made should all
It is included within the scope of protection of this utility model.
Claims (11)
1. the precast wall body with tubular conduit has transverse steel in wall ontology including the wall ontology being made of concrete
And vertical reinforcement, which is characterized in that construct at least one set of tubular coagulations soil in wall body interior and pour channel, tubular coagulation
Soil pours channel and penetrates through from wall ontology top to wall ontology bottom end；Lateral bottom coagulation is constructed in wall ontology bottom end
The cavity of soil connection, the cavity of lower concrete connection pour channel with the tubular coagulations soil and are connected to；In wall body bottom portion
Inside be also configured with steel bar groove, connected for exposing the vertical reinforcement of wall body bottom portion, and then with lower layer wall steel bar.
2. the precast wall body according to claim 1 with tubular conduit, which is characterized in that the tubular coagulations soil pours logical
Road include it is multiple, multiple tubular coagulations soils are horizontally arranged in the wall body interior with pouring channel spacing, and the bottom is mixed
The bottom of wall ontology described in the cavity lateral direction penetrating of solidifying soil connection, each tubular coagulations soil pour the bottom of the channel and institute
State the cavity conducting of lower concrete connection.
3. the precast wall body according to claim 2 with tubular conduit, which is characterized in that the lower concrete connection
Cavity includes pouring the vertical cavity and the adjacent vertical cavity of connection that channel is directly connected to each tubular coagulations soil
Transverse passageway.
4. the precast wall body according to claim 3 with tubular conduit, which is characterized in that the vertical cavity is that tubulose is empty
Chamber.
5. the precast wall body according to claim 4 with tubular conduit, which is characterized in that the steel bar groove is located at vertical empty
On the inner wall of chamber, and extend along inner wall to wall body interior.
6. the precast wall body according to claim 3 with tubular conduit, which is characterized in that the vertical cavity is that tubulose is empty
The combination of chamber and square cavity.
7. the precast wall body according to claim 6 with tubular conduit, which is characterized in that the steel bar groove is located at rectangular sky
On the inner wall of chamber, and extend along inner wall to wall body interior.
8. according to any precast wall body with tubular conduit of claim 3-7, which is characterized in that the transverse passageway
Top surface is the arcwall face to wall inner hump.
9. -7 any precast wall body with tubular conduit according to claim 1, which is characterized in that the precast wall body is
Interior wall or exterior wall.
10. -7 any precast wall body with tubular conduit according to claim 1, which is characterized in that the reinforcing bar slot position
In on the parallel inner wall of wall body bottom portion.
11. a kind of for making the mold of the described in any item precast wall bodies with tubular conduit of claim 1-10, feature
It is, the mold includes rectangular mould frame and multiple mould pipes, the on one side insertion rectangle of the mould pipe from rectangle mold frame
Inside mold frame, the another side of rectangular mould frame is extended to；It is equipped between each mould pipe and connects for constructing lower concrete
The module of the cavity connect；Into mold, the mould pipe forms tubular coagulations soil and pours channel after casting concrete；The rectangular mold
The module for distributing bar slot is additionally provided in tool frame.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821320919 | 2018-08-16 | ||
| CN2018213209199 | 2018-08-16 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208718159U true CN208718159U (en) | 2019-04-09 |
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ID=65979859
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821392530.5U Active CN208718159U (en) | 2018-08-16 | 2018-08-28 | Precast wall body and its mold with tubular conduit |
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| CN (1) | CN208718159U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110952678A (en) * | 2019-12-11 | 2020-04-03 | 三一筑工科技有限公司 | Prefabricated member for cavity lattice load-bearing wall |
| CN110952677A (en) * | 2019-12-11 | 2020-04-03 | 三一筑工科技有限公司 | Prefabricated member for cavity lattice infilled wall |
| CN111827512A (en) * | 2020-07-13 | 2020-10-27 | 徐州易尚饰家装饰工程有限责任公司 | Assembled wallboard and mounting method thereof |
-
2018
- 2018-08-28 CN CN201821392530.5U patent/CN208718159U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110952678A (en) * | 2019-12-11 | 2020-04-03 | 三一筑工科技有限公司 | Prefabricated member for cavity lattice load-bearing wall |
| CN110952677A (en) * | 2019-12-11 | 2020-04-03 | 三一筑工科技有限公司 | Prefabricated member for cavity lattice infilled wall |
| CN111827512A (en) * | 2020-07-13 | 2020-10-27 | 徐州易尚饰家装饰工程有限责任公司 | Assembled wallboard and mounting method thereof |
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