CN212248809U - Prefabricated formula side fascia of assembly type structure - Google Patents

Prefabricated formula side fascia of assembly type structure Download PDF

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Publication number
CN212248809U
CN212248809U CN202020026656.1U CN202020026656U CN212248809U CN 212248809 U CN212248809 U CN 212248809U CN 202020026656 U CN202020026656 U CN 202020026656U CN 212248809 U CN212248809 U CN 212248809U
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scarf joint
leaf wall
prefabricated
external wall
wall
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CN202020026656.1U
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Chinese (zh)
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凤良青
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Luzhou development Huaxi green building materials Co.,Ltd.
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Luzhou Industrial Investment Huaxi Green Building Materials Co ltd
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Abstract

The utility model provides an assembly type prefabricated external wall panel for building, which belongs to the technical field of building, and comprises an external wall, wherein a support column penetrates through the inside of the external wall, a through hole penetrates through the inside of the support column, a top plate is installed at the upper end of the external wall, a pouring hole penetrates through the inside of the top plate, an embedding groove is embedded in the side surface of the top plate, the lower end of the pouring hole is connected with a main pipeline, branch pipes are connected through the two sides of the main pipeline, the main pipeline is arranged, reinforcing steel bars are manually penetrated into the support column, so that the connection between the support columns can be increased through the reinforcing steel bars, cement can be poured at the pouring hole, the cement enters the inside of the main pipeline and respectively enters the branch pipes and the inside of the external wall, after the external wall is poured, the support columns can be connected through the main pipeline and the branch pipes, the stability of the inside, the condition that the existing external wall panel is easy to damage after being impacted is avoided.

Description

Prefabricated formula side fascia of assembly type structure
Technical Field
The utility model relates to a building technical field, more specifically relates to a prefabricated formula side fascia of assembly type structure.
Background
The building formed by assembling prefabricated parts on a construction site is called an assembly type building, and the retrieval finds that a prefabricated external wall non-bearing wall standard component is a utility model provided with the patent number of CN201721251740.8, relates to the field of building engineering and comprises an external wall, a heat insulation board, an internal wall, frame connecting ribs and module connecting ribs; the method is characterized in that: the outer leaf wall and the inner leaf wall comprise net frame plates and lightweight aggregate concrete; the heat insulation plate is arranged between the inner leaf wall and the outer leaf wall; the frame connecting ribs are fixedly connected with the outer leaf wall and the net rack plate in the inner leaf wall; the inner leaf wall and the outer leaf wall are provided with semicircular through holes correspondingly on the vertical side surfaces; the module connecting rib comprises end gate-shaped reinforcing steel bars which are respectively arranged on the net rack plates of the inner leaf wall and the outer leaf wall and are fixedly connected with the net rack plates, and the utility model has the advantages of heat preservation, energy conservation, light dead weight, good anti-seismic performance, economy, reasonableness, advanced technology, same service life of the heat preservation layer and the building main body, and the like;
through the discovery of above-mentioned retrieval, install through pouring cement usually between the current side fascia, because of the inside cavity form that is of side fascia, after pouring cement, only stabilize through cement for the inside steadiness of current side fascia is relatively poor, and stability between the unable increase wallboard of current side fascia.
SUMMERY OF THE UTILITY MODEL
The utility model aims at solving the problem that the inside steadiness of the existing external wall panel is poor in the background and the steadiness between the wall panels is poor, thereby providing a prefabricated external wall panel of assembly type building.
In order to achieve the above object, the utility model provides a following technical scheme: an assembled prefabricated external wall panel for a building comprises an outer leaf wall, wherein a support column penetrates through the inner part of the outer leaf wall, and a through hole penetrates through the inner part of the support column;
the roof is installed to the upper end of outer leaf wall, the inside of roof is run through and is built the mouth, the side embedding of roof has the scarf joint groove, the lower extreme through connection who builds the mouth has the trunk line, the both sides through connection of trunk line has the bleeder, the inside of outer leaf wall is run through and is had the reinforcing bar, the upper and lower both ends activity nested connection of outer leaf wall has the scarf joint board.
Preferably, the lateral pipes are respectively and tightly connected with the supporting columns, the main pipeline penetrates through the inner part of the outer leaf wall, and outlets are formed in two sides of the upper end of the main pipeline in a penetrating mode.
Preferably, the inside hole of scarf joint board is the vertical direction with pour the mouth and corresponds the setting, and trunk line and bleeder combination are the branch tree and distribute in the inboard of outer page or leaf wall.
Preferably, the scarf joint groove imbeds both ends about outer page or leaf wall respectively, the scarf joint board is the horizontal direction scarf joint with the scarf joint groove and is connected, and carries out the joint butt joint through scarf joint board and scarf joint groove between the outer page or leaf wall.
Preferably, the through holes are all arranged in a corresponding mode in the vertical direction, and the through holes are all arranged in a corresponding mode in the vertical direction through the scarf joint plate and the holes.
Preferably, the reinforcing steel bars are sequentially connected with the holes and the through holes in a penetrating mode.
Preferably, the inside of outer page or leaf wall is the cavity form setting, outer page or leaf wall side is whole to be the concave setting, and support column evenly distributed have a plurality ofly in the inside of outer page or leaf wall.
The utility model provides a prefabricated formula side fascia of assembly type structure has following beneficial effect:
1. the prefabricated external wall panel for the prefabricated building is provided with a main pipeline, reinforcing steel bars are manually penetrated into supporting columns, so that the connection between the supporting columns can be increased through the reinforcing steel bars, cement can be poured at a pouring opening, the cement enters the main pipeline and respectively enters the branch pipes and the outer leaf walls, and after the external wall panel is poured, the supporting columns can be connected through the main pipeline and the branch pipes, so that the stability of the interior of the existing outer leaf wall is improved, and the condition that the existing external wall panel is easy to damage after being impacted is avoided;
2. this kind of prefabricated formula side fascia of assembly type structure is provided with the scarf joint board for after connecting through the scarf joint board embedding in scarf joint inslot portion between the outer wall, the accessible is pouring the inside cement of mouth, inside cement stretchs to the hole, can further increase the connection between the outer wall through scarf joint between the scarf joint board and pouring cement, make this kind of side fascia can constitute wholly, improved the holistic steadiness of current side fascia.
Drawings
Fig. 1 is a schematic view of the overall structure of the present invention.
Fig. 2 is a schematic view of the overall three-dimensional cross-sectional structure of the present invention.
Fig. 3 is a schematic view of the structure of the support pillar of the present invention.
Fig. 4 is the utility model discloses a section structure schematic diagram after the reinforcing bar is connected in outer page or leaf chamber.
In FIGS. 1-4: 1-outer leaf wall, 101-support column, 2-top plate, 201-embedding groove, 202-pouring opening, 3-main pipeline, 301-branch pipe, 4-embedding plate, 401-hole, 5-through opening and 6-reinforcing steel bar.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1 to 4, in an embodiment of the present invention, an assembly type prefabricated external wall panel for a building includes an external wall 1, a supporting pillar 101 penetrates through the inside of the external wall 1, and a through hole 5 penetrates through the inside of the supporting pillar 101;
roof 2 is installed to the upper end of outer leaf wall 1, and the inside of roof 2 runs through and has pour mouthful 202, and the side embedding of roof 2 has scarf joint groove 201, and the lower extreme through connection who pours mouthful 202 has trunk line 3, and the both sides through connection of trunk line 3 has bleeder 301, and the inside of outer leaf wall 1 runs through has reinforcing bar 6, and the upper and lower both ends activity nested connection of outer leaf wall 1 has scarf joint plate 4.
In this embodiment: lateral pipe 301 respectively with support column 101 zonulae occludens, trunk line 3 runs through the inside that sets up in outer page or leaf wall 1, and the both sides of trunk line 3 upper end run through there is the export, be provided with trunk line 3, it is inside manually to run through reinforcing bar 6 to support column 101, make can increase the connection between the support column 101 through reinforcing bar 6, and can pour cement through pouring mouth 202, cement gets into inside trunk line 3, and get into lateral pipe 301 respectively and 1 insidely of outer page or leaf wall, make this kind of side fascia after pouring, connect between accessible trunk line 3 and the lateral pipe 301 between with support column 101, the inside steadiness of current outer page or leaf wall 1 has been improved, the condition that current side fascia is fragile after receiving the striking has been avoided.
In this embodiment: the inside hole 401 of scarf joint board 4 is the vertical direction with pour mouthful 202 and corresponds the setting, and trunk line 3 is the branch distribution in the inboard of outer page or leaf wall 1 with the combination of bleeder 301, be provided with scarf joint board 4, make and connect the back in scarf joint groove 201 inside through scarf joint board 4 embedding between outer page or leaf wall 1, the accessible is pouring mouthful 202 internal pouring cement, cement stretches to inside the hole 401, can further increase the connection between the outer page or leaf wall 1 through scarf joint between scarf joint board 4 and pouring cement, make this kind of side fascia can constitute wholly, the holistic steadiness of current side fascia has been improved.
In this embodiment: scarf joint groove 201 imbeds respectively in both ends about outer page or leaf wall 1, and scarf joint plate 4 is the horizontal direction scarf joint with scarf joint groove 201 and is connected, and carries out the joint butt joint through scarf joint plate 4 and scarf joint groove 201 between the outer page or leaf wall 1, through being provided with scarf joint groove 201 for accessible scarf joint groove 201 makes things convenient for scarf joint plate 4 to imbed in the inside of outer page or leaf wall 1.
In this embodiment: run through mouthful 5 and all be the vertical direction and correspond the setting, and run through mouthful 5 and all be the vertical direction through scarf joint board 4 and hole 401 and correspond the setting, reinforcing bar 6 in proper order with hole 401 with run through mouthful 5 through connection, through being provided with and run through mouthful 5 for the accessible runs through mouthful 5 and makes things convenient for the reinforcing bar to run through the inside of support column 1 in proper order, increases to connect between the support column 1.
In this embodiment: the inside of outer page or leaf wall 1 is the cavity form setting, and outer page or leaf wall 1 side is whole to be the concave shape setting, and support column 101 evenly distributed has a plurality ofly in outer page or leaf wall 1's inside, through being provided with support column 101 for accessible support column 101 supports the inside of outer page or leaf wall 1, avoids the inside condition of warping of outer page or leaf wall 1.
When the prefabricated external wall panel of the prefabricated type building is used, firstly, after the external wall panels 1 are embedded into the embedding groove 201 through the embedding plate 4 for connection, cement can be poured into the pouring opening 202, the cement can spread into the hole 401, the connection between the external wall panels 1 can be further increased through embedding between the embedding plate 4 and pouring the cement, so that the external wall panel can be integrated, the integral stability of the existing external wall panel is improved, the reinforcing steel bars 6 are manually penetrated into the supporting columns 101, the connection between the supporting columns 101 can be increased through the reinforcing steel bars 6, the cement can be poured into the main pipeline 3 through the embedding opening 202, the cement enters the branch pipe 301 and the external wall 1 respectively, and after the external wall panel is poured, the supporting columns 101 can be connected between the main pipeline 3 and the branch pipe 301, the inside steadiness of current outer leaf wall 1 has been improved, has avoided current side fascia to receive the fragile condition in the striking back.
The above is only the preferred embodiment of the present invention, and it should be noted that, for those skilled in the art, without departing from the concept of the present invention, several modifications and improvements can be made, which should also be regarded as the protection scope of the present invention, and these will not affect the effect of the implementation of the present invention and the practicability of the patent.

Claims (7)

1. The utility model provides a prefabricated formula side fascia of assembly type structure, includes outer page or leaf wall (1), its characterized in that: a supporting column (101) penetrates through the inside of the outer leaf wall (1), and a through hole (5) penetrates through the inside of the supporting column (101);
roof (2) are installed to the upper end of outer page or leaf wall (1), the inside of roof (2) is run through and is pour mouthful (202), the side embedding of roof (2) has scarf joint groove (201), the lower extreme through connection of pouring mouthful (202) has trunk line (3), the both sides through connection of trunk line (3) has bleeder (301), the inside of outer page or leaf wall (1) is run through has reinforcing bar (6), the upper and lower both ends activity nested connection of outer page or leaf wall (1) has scarf joint board (4).
2. The prefabricated external wall panel for prefabricated buildings as claimed in claim 1, wherein: the lateral pipe (301) is respectively connected with the supporting column (101) in a tight manner, the main pipeline (3) penetrates through the inside of the outer leaf wall (1), and outlets are formed in two sides of the upper end of the main pipeline (3).
3. The prefabricated external wall panel for prefabricated buildings as claimed in claim 1, wherein: scarf joint board (4) inside hole (401) and pouring mouth (202) are the vertical direction and correspond the setting, and trunk line (3) are the branch tree with the combination of lateral (301) and distribute in the inboard of outer leaf wall (1).
4. The prefabricated external wall panel for prefabricated buildings as claimed in claim 1, wherein: scarf joint groove (201) imbed both ends about outer page or leaf wall (1) respectively, scarf joint board (4) are the horizontal direction scarf joint with scarf joint groove (201) and are connected, and carry out the joint butt joint through scarf joint board (4) and scarf joint groove (201) between outer page or leaf wall (1).
5. The prefabricated external wall panel for prefabricated buildings as claimed in claim 1, wherein: run through mouthful (5) and all be the vertical direction and correspond the setting, and run through mouthful (5) and all be the vertical direction through scarf joint board (4) and hole (401) and correspond the setting.
6. The prefabricated external wall panel for prefabricated buildings as claimed in claim 1, wherein: and the reinforcing steel bars (6) are sequentially connected with the holes (401) and the through holes (5) in a penetrating manner.
7. The prefabricated external wall panel for prefabricated buildings as claimed in claim 1, wherein: the inside of outer leaf wall (1) is the cavity form setting, outer leaf wall (1) side is whole to be the concave shape setting, and support column (101) evenly distributed have a plurality ofly in the inside of outer leaf wall (1).
CN202020026656.1U 2020-01-07 2020-01-07 Prefabricated formula side fascia of assembly type structure Active CN212248809U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202020026656.1U CN212248809U (en) 2020-01-07 2020-01-07 Prefabricated formula side fascia of assembly type structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202020026656.1U CN212248809U (en) 2020-01-07 2020-01-07 Prefabricated formula side fascia of assembly type structure

Publications (1)

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CN212248809U true CN212248809U (en) 2020-12-29

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CN202020026656.1U Active CN212248809U (en) 2020-01-07 2020-01-07 Prefabricated formula side fascia of assembly type structure

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113463792A (en) * 2021-06-19 2021-10-01 浙江高盛钢结构有限公司 Anti-seepage concrete wallboard

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113463792A (en) * 2021-06-19 2021-10-01 浙江高盛钢结构有限公司 Anti-seepage concrete wallboard

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Address after: No. 100, group 1, Zhuping village, Yongning Street, Naxi District, Luzhou City, Sichuan Province

Patentee after: Luzhou development Huaxi green building materials Co.,Ltd.

Address before: No. 100, group 1, Zhuping village, Yongning Street, Naxi District, Luzhou City, Sichuan Province

Patentee before: Luzhou industrial investment Huaxi green building materials Co.,Ltd.