CN210067010U - Anti-seismic low-carbon building structure - Google Patents
Anti-seismic low-carbon building structure Download PDFInfo
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- CN210067010U CN210067010U CN201920660509.7U CN201920660509U CN210067010U CN 210067010 U CN210067010 U CN 210067010U CN 201920660509 U CN201920660509 U CN 201920660509U CN 210067010 U CN210067010 U CN 210067010U
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- antidetonation
- type drain
- drain bar
- seted
- earthquake
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Abstract
The utility model discloses a building structure of antidetonation low carbon, include: the ground, the foundation ditch has been seted up to the ground inside, pre-buried U type drain bar in foundation ditch bottom, the inboard packing of U type drain bar has the gravel layer, gravel layer's inboard is provided with prefabricated wallboard, antidetonation mechanism is all installed to the both sides of prefabricated wallboard, antidetonation mechanism includes antidetonation board and the gusset plate that is located antidetonation board top, the antidetonation board is including the mainboard that is located both sides, be connected with a plurality of groups of metal poles between two sets of mainboards, be the setting of fork form and outer end welding between adjacent two sets of metal poles and on the mainboard inner wall, the gusset plate inboard contacts with prefabricated wallboard, the concrete back up coat has still been watered in the. The utility model discloses the structure of buildding to the building body structure of buildding temporarily improves, has improved the stability and the shock resistance of building body ground to be equipped with the stability that water conservancy diversion mechanism can improve the building body in the bottom of the building body.
Description
Technical Field
The utility model relates to an antidetonation building structure technical field specifically is a building structure of antidetonation low carbon.
Background
The earthquake-resistant building refers to a building which needs to be subjected to earthquake-resistant design in an area with the earthquake fortification intensity of 6 degrees or more. From the global major earthquake disaster investigation, it can be found that more than 95% of human life and casualties are caused by the damage or collapse of buildings, in recent years, the countries make strict regulations on the earthquake-resistant effect of the buildings, and the temporarily built buildings are generally built by prefabricated wall boards.
However, the construction structures used for construction bodies for temporary use at a construction site at present have the following problems in use: the mode of putting up is comparatively simple, fixes through prefabricated wallboard and connecting piece, lacks special reinforcement and shock-resistant structure, leads to the relatively poor and stability not enough of antidetonation effect. For this reason, a corresponding technical scheme needs to be designed to solve the existing technical problems.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a building structure of antidetonation low carbon has solved the problem that proposes in the background art, satisfies the in-service use demand.
In order to achieve the above object, the utility model provides a following technical scheme: an earthquake-resistant, low-carbon building structure comprising: the foundation, the foundation has been seted up to the foundation inside, pre-buried U type drain bar in foundation ditch bottom, the inboard packing of U type drain bar has the gravel layer, the inboard on gravel layer is provided with prefabricated wallboard, antidetonation mechanism is all installed to the both sides of prefabricated wallboard, antidetonation mechanism is including antidetonation board and the gusset plate that is located antidetonation board top, the antidetonation board is two sets of including the mainboard that is located both sides be connected with a plurality of groups of metal poles between the mainboard, be the setting of fork form and outer end welding and mainboard inner wall between adjacent two sets of metal poles, the gusset plate inboard contacts with prefabricated wallboard, the concrete back up coat has still been watered in the outside of antidetonation mechanism.
As an optimal implementation mode of the utility model, U type drain bar adopts stainless steel material and is U type structure, the inside chamber way of having seted up of U type drain bar, the water conservancy diversion hole has been seted up to the top of chamber way, the water conservancy diversion hole is evenly seted up on U type drain bar inner wall and is linked together with the chamber way.
As an optimal implementation mode of the utility model, still be provided with the cushion between antidetonation board and the gusset plate, the jack has been seted up with antidetonation roof portion and top to the cushion welding, it has the plug to alternate on the gusset plate, the plug screw thread sets up in the jack.
As an optimal implementation mode of the utility model, the gusset plate is wholly L type structure and inboard and prefabricated wallboard junction is fixed with the gim peg.
As a preferred embodiment of the present invention, the height of the anti-seismic plate is lower than the depth of the foundation trench, and the cushion block and the reinforcing plate are located above the foundation trench.
Compared with the prior art, the beneficial effects of the utility model are as follows:
1. this scheme improves the structure of buildding of the building body structure of buildding temporarily, has improved the stability and the shock resistance of building body ground to be equipped with water conservancy diversion mechanism and can improve the stability of building body in the bottom of building body.
2. The embedded parts embedded in the foundation can be detached after use for repeated use, so that the environmental protection performance of the building body is improved, and the low-carbon effect of saving resources is achieved.
Drawings
FIG. 1 is a sectional view of the prefabricated wall panel of the present invention;
FIG. 2 is a structural diagram of the anti-seismic plate of the present invention;
fig. 3 is the structure diagram of the U-shaped drain board of the present invention.
In the figure, 1-foundation trench, 2-U-shaped drainage plate, 3-sandstone layer, 4-prefabricated wall plate, 5-anti-seismic plate, 6-reinforcing plate, 7-main plate, 8-metal rod, 9-concrete reinforcing layer, 10-cavity channel, 11-diversion hole, 12-cushion block, 13-jack, 14-plug and 15-fixing bolt.
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. 1-3, the present invention provides a technical solution: an earthquake-resistant, low-carbon building structure comprising: the foundation comprises a foundation, wherein a foundation groove 1 is formed in the foundation, U-shaped drainage plates 2 are pre-buried at the bottom of the foundation groove 1, gravel layers 3 are filled in the inner sides of the U-shaped drainage plates 2, prefabricated wall boards 4 are vertically arranged on the inner sides of the gravel layers 3, anti-seismic mechanisms are arranged on two sides of each prefabricated wall board 4 and comprise anti-seismic plates 5 and reinforcing plates 6 arranged above the anti-seismic plates 5, each anti-seismic plate 5 comprises main boards 7 arranged on two sides, the main boards arranged on the inner sides 7 are in contact with the prefabricated wall boards 4, a plurality of groups of metal rods 8 are connected between the two groups of main boards 7, the outer ends of the two adjacent groups of metal rods 8 are arranged in a cross shape and welded on the inner walls of the main boards 7, the inner sides of the reinforcing plates 6 are in contact with the prefabricated wall boards 4, concrete reinforcing layers 9 are poured on the main boards 7 on the outer, and install the gusset plate in the top, the triangle structure through the gusset plate can improve the stability of prefabricated wallboard 4 and earth's surface junction, and be provided with U type drain bar 2 in foundation ditch 1, when the rainwater permeates to foundation ditch 1 in through ground, can enter into the chamber through water conservancy diversion hole 11 in the way 10, and reach the purpose of arranging outward through the opening at chamber 10 both ends, guarantee the intensity of the building body, and can dismantle after the building body finishes using, reach the purpose in the sparingly resource.
In a further improvement, as shown in fig. 3: u type drain bar 2 adopts stainless steel material and is U type structure, and U type drain bar 2 is inside to have seted up the chamber 10, and the top of chamber 10 has been seted up water conservancy diversion hole 11 and both ends are open structure, and water conservancy diversion hole 11 evenly sets up on 2 inner walls of U type drain bar and is linked together with chamber 10.
Further improved, as shown in fig. 2: still be provided with cushion 12 between antidetonation board 5 and the gusset plate 6, cushion 12 welding and antidetonation 5 top and the top have seted up jack 13, and the interlude has plug 14 on the gusset plate 6, and plug 14 screw thread sets up in jack 13.
Further improved, as shown in fig. 1: the reinforcing plate 6 is integrally of an L-shaped structure, and a fixing bolt 15 is fixed at the joint of the inner side and the prefabricated wall plate 4.
Specifically, the height of the seismic plates 5 is lower than the depth of the foundation trench 1, and the pads 12 and the reinforcing plates 6 are located above the foundation trench 1.
When in use: the utility model discloses be provided with antidetonation board 5 in prefabricated wallboard 4's the outside, and be provided with fork-like metal pole structure between the mainboard, can improve antidetonation board 5's stability and intensity, can reach the bottom to prefabricated wallboard 4 and reach reinforced (rfd) purpose, and install the gusset plate in the top, the triangle structure through the gusset plate can improve the stability of prefabricated wallboard 4 and earth's surface junction, and be provided with U type drain bar 2 in foundation ditch 1, when the rainwater passes through ground infiltration to foundation ditch 1 in, can enter into in the chamber way 10 through water conservancy diversion hole 11, and reach outer purpose of arranging through the opening at chamber way 10 both ends, guarantee the intensity of the building body, and can dismantle after the building body finishes using, reach the purpose in saving the resource.
The product protected by the scheme is put into practical production and application at present, and particularly has certain success in the application in the technical field of earthquake-resistant buildings, so that the technical scheme of the product is obviously proved to be beneficial, meets social requirements, and is suitable for batch production and popularization and use.
Finally, it should be noted that: although the present invention has been described in detail with reference to the foregoing embodiments, it will be apparent to those skilled in the art that modifications may be made to the embodiments described in the foregoing embodiments, or equivalents may be substituted for elements thereof. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (5)
1. An earthquake-resistant, low-carbon building structure comprising: the ground, foundation ditch (1), its characterized in that have been seted up to ground inside: pre-buried U type drain bar (2) that has of foundation ditch (1) bottom, the inboard packing of U type drain bar (2) has gravel layer (3), the inboard of gravel layer (3) is provided with prefabricated wallboard (4), antidetonation mechanism is all installed to the both sides of prefabricated wallboard (4), antidetonation mechanism is including antidetonation board (5) and gusset plate (6) that are located antidetonation board (5) top, antidetonation board (5) are two sets of including mainboard (7) that are located both sides be connected with a plurality of groups metal pole (8) between mainboard (7), be between adjacent two sets of metal pole (8) and on handing-over fork form setting and outer end welding and mainboard (7) inner wall, gusset plate (6) inboard contacts with prefabricated wallboard (4), concrete back up coat (9) have still been watered in the outside of antidetonation mechanism.
2. An earthquake-resistant, low-carbon building structure according to claim 1, characterized in that: u type drain bar (2) adopt stainless steel material and be U type structure, U type drain bar (2) are inside to be seted up chamber way (10), water conservancy diversion hole (11) have been seted up to the top of chamber way (10), water conservancy diversion hole (11) are evenly seted up on U type drain bar (2) inner wall and are linked together with chamber way (10).
3. An earthquake-resistant, low-carbon building structure according to claim 1, characterized in that: still be provided with cushion (12) between antidetonation board (5) and gusset plate (6), jack (13) have been seted up with antidetonation board (5) top and top to cushion (12) welding, alternate on gusset plate (6) and have inserted plug (14), inserted plug (14) screw thread setting is in jack (13).
4. An earthquake-resistant, low-carbon building structure according to claim 3, characterized in that: the reinforcing plate (6) is integrally of an L-shaped structure, and a fixing bolt (15) is fixed at the joint of the inner side of the reinforcing plate and the prefabricated wall plate (4).
5. An earthquake-resistant, low-carbon building structure according to claim 4, characterized in that: the height of the anti-seismic plate (5) is lower than the depth of the foundation trench (1), and the cushion block (12) and the reinforcing plate (6) are located above the foundation trench (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920660509.7U CN210067010U (en) | 2019-05-09 | 2019-05-09 | Anti-seismic low-carbon building structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920660509.7U CN210067010U (en) | 2019-05-09 | 2019-05-09 | Anti-seismic low-carbon building structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210067010U true CN210067010U (en) | 2020-02-14 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920660509.7U Expired - Fee Related CN210067010U (en) | 2019-05-09 | 2019-05-09 | Anti-seismic low-carbon building structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210067010U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111852145A (en) * | 2020-07-28 | 2020-10-30 | 连云港市匠人工程设计院有限公司 | Wall structure with antidetonation shock-absorbing function |
-
2019
- 2019-05-09 CN CN201920660509.7U patent/CN210067010U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111852145A (en) * | 2020-07-28 | 2020-10-30 | 连云港市匠人工程设计院有限公司 | Wall structure with antidetonation shock-absorbing function |
| CN111852145B (en) * | 2020-07-28 | 2021-07-30 | 连云港市匠人工程设计院有限公司 | Wall structure with antidetonation shock-absorbing function |
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200214 Termination date: 20210509 |
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| CF01 | Termination of patent right due to non-payment of annual fee |