CN215406544U - Concatenation formula barracks structure suitable for aeolian sand geological area - Google Patents
Concatenation formula barracks structure suitable for aeolian sand geological area Download PDFInfo
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- CN215406544U CN215406544U CN202120847014.2U CN202120847014U CN215406544U CN 215406544 U CN215406544 U CN 215406544U CN 202120847014 U CN202120847014 U CN 202120847014U CN 215406544 U CN215406544 U CN 215406544U
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Abstract
The utility model discloses a spliced barracks structure suitable for a wind-blown sand geological area, which relates to the technical field of building construction and comprises support columns, wherein the support columns are fixed on a ground base, and the upper ends of a plurality of support columns are hinged with a first room beam column. According to the utility model, the barracks are split into split structures such as the support columns, the first room beam column, the second room beam column, the cross beams, the roof plates, the room wall plates and the like which can be spliced, when barracks are constructed, the barracks can be quickly spliced only by reasonably clamping and locking the parts, so that the barracks construction period is greatly shortened, and the convenience of barracks construction in the aeolian sand geological region is improved; according to the utility model, the first room beam column and the second room beam column are connected in a hinged manner, so that roof tower structures with different angles can be formed by adjusting the distance between the two support columns under the condition of the existing room beam column fixed length, and the diversity of barracks construction is further improved.
Description
Technical Field
The utility model relates to the technical field of building construction, in particular to a spliced barracks structure suitable for a wind-blown sand geological area.
Background
When carrying out engineering project construction of long time in the aeolian sandy geological area, often need to build interim barracks and be used for the use of project command dispatch base, and carry out barracks construction in aeolian sandy geological area and meet fairly hard construction condition, however the construction cycle of general barracks all can last certain time, aeolian sandy geological condition can bring very big inconvenience for the construction of barracks, in order to can be as early as possible construct the barracks, just need technical personnel in the art to design a barracks structure that can splice fast, very big shortening barracks construction cycle.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide a spliced barracks structure suitable for a wind-blown sand geological area, and aims to overcome the defects in the prior art.
In order to achieve the purpose, the utility model provides the following technical scheme: including the support column, the support column is fixed in on the ground base, wherein the articulated first room beam column of connecting in upper end of several support columns, the articulated second room beam column of connecting in upper end of several support columns in addition, first room beam column and second room beam column articulate the roof structure who forms a tower type together through the connecting pin, equal joint crossbeam on first room beam column and the second room beam column, be used for forming the roof board on house roof on the crossbeam, the joint is used for forming the room wallboard of house wall structure between the support column, and set up door and the room window on the room wallboard.
As above a concatenation formula barracks structure suitable for aeolian sand geological area, the support column comprises support column main part and connection base, set up in the joint groove is all seted up to the both sides of support column main part, the room wallboard can insert corresponding joint inslot and cooperate with the joint groove, the lower extreme of support column main part and connection base's top surface fixed connection, support column hinge groove is seted up on the upper portion of support column main part, first room beam column and second room beam column all can insert corresponding support column hinge inslot and cooperate with support column hinge groove, the support column pinhole is seted up to the upper end of support column main part, support column pinhole communicates with each other with corresponding support column hinge inslot wall.
A concatenation formula barracks structure suitable for aeolian sand geological area, first room beam column comprises first room beam column main part and the articulated ear seat of first room beam column, the front surface of first room beam column main part sets up the several joint notch, the joint notch runs through first room beam column main part, the crossbeam can insert in the corresponding joint notch and cooperate with the joint notch, the first room beam column of the equal fixed mounting in both sides of first room beam column articulates the ear seat, support column, second room beam column can articulate with the articulated ear seat of corresponding first room beam column and be connected.
As above a concatenation formula barracks structure suitable for aeolian sand geology district, second room beam column comprises second room beam column main part and the articulated ear seat of second room beam column, the front surface of second room beam column main part sets up the joint notch, the joint notch runs through second room beam column main part, the articulated ear seat of one end fixed mounting second room beam column of second room beam column, the support column can articulate with corresponding second room beam column ear seat and be connected, room beam column hinge slot is seted up to the other end of second room beam column main part, first room beam column hinge ear seat can insert corresponding room beam column hinge inslot and cooperate with room beam column hinge slot, room beam column pinhole is seted up to the other end of second room beam column main part, room beam column pinhole communicates with each other with room beam column hinge inslot portion, room beam column pinhole corresponds with the hole on the first room beam column hinge ear seat.
As above a concatenation formula barracks structure suitable for aeolian sand geological area, locking screw is all seted up to both sides around joint notch one side, and locking screw communicates with each other with joint notch is inside.
The splicing barracks structure suitable for the aeolian sand geological area is characterized in that the roof plate is a color steel plate.
As above a concatenation formula barracks structure suitable for aeolian sand geological area, the joint breach has been seted up to the top of joint inslot portion, and the joint breach communicates with each other with the external world, and the room wallboard can insert in the joint breach and cooperate with the joint breach.
The utility model has the advantages that: according to the utility model, the barracks are split into split structures such as the support columns, the first room beam column, the second room beam column, the cross beams, the roof plates, the room wall plates and the like which can be spliced, when barracks are constructed, the barracks can be quickly spliced only by reasonably clamping and locking the parts, so that the barracks construction period is greatly shortened, and the convenience of barracks construction in the aeolian sand geological region is improved; according to the utility model, the first room beam column and the second room beam column are connected in a hinged manner, so that roof tower structures with different angles can be formed by adjusting the distance between the two support columns under the condition of the existing room beam column fixed length, and the diversity of barracks construction is further improved.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings needed to be used in the description of the embodiments are briefly introduced below, and it is obvious that the drawings in the following description are some embodiments of the present invention, and it is obvious for those skilled in the art to obtain other drawings based on these drawings without inventive labor.
FIG. 1 is a schematic view of the overall structure of the present invention; FIG. 2 is a schematic view of a support pillar structure according to the present invention; FIG. 3 is a schematic view of a first room beam structure according to the present invention; FIG. 4 is a schematic structural view of a second beam column according to the present invention; FIG. 5 is a schematic view of a cross beam structure according to the present invention; FIG. 6 is a schematic view of the structure of the room wall of the present invention.
Reference numerals: 1-support column, 2-first room beam column, 3-second room beam column, 4-cross beam, 5-support column body, 6-clamping groove, 7-connection base, 8-support column hinging groove, 9-support column pin hole, 10-first room beam column body, 11-clamping notch, 12-first room beam column hinging lug seat, 13-second room beam column body, 14-second room beam column hinging lug seat, 15-room beam column hinging groove, 16-room beam column pin hole, 17-locking screw hole, 18-clamping notch.
Detailed Description
As shown in fig. 1 to 6, the splicing type barracks structure suitable for aeolian sand geological area specifically disclosed by the present embodiment includes support columns 1, the support columns 1 are fixed on a ground base, wherein the upper ends of a plurality of support columns 1 are hinged to connect with first room beam columns 2, the upper ends of the other support columns 1 are hinged to connect with second room beam columns 3, the first room beam columns 2 and the second room beam columns 3 are hinged together through connecting pins to form a tower-shaped roof structure, the first room beam columns 2 and the second room beam columns 3 are all clamped with cross beams 4, the cross beams 4 are used for forming roof of a house, the house wall plates are clamped between the support columns 1 and used for forming a house wall structure, and a door and a house window (not shown in the figure) are arranged on the house wall plates. According to the utility model, the barracks are split into split structures such as the support columns, the first room beam column, the second room beam column, the cross beams, the roof plates, the room wall plates and the like which can be spliced, when barracks are constructed, the barracks can be quickly spliced only by reasonably clamping and locking the parts, so that the barracks construction period is greatly shortened, and the convenience of barracks construction in the aeolian sand geological region is improved; according to the utility model, the first room beam column and the second room beam column are connected in a hinged manner, so that roof tower structures with different angles can be formed by adjusting the distance between the two support columns under the condition of the existing room beam column fixed length, and the diversity of barracks construction is further improved. Set several partial structures that can splice fast with barracks structure split, shorten barracks construction's cycle, promote the convenience of aeolian sand geological region barracks construction. Its concrete structure includes support column 1, and support column 1 includes support column main part 5 as the support of barracks structure, and its concrete structure includes that support column 1 includes support column main part 5, sets up in the joint groove 6 of support column main part 5 both sides, sets up in the connection base 7 that is used for connecting the ground base in support column main part 5 bottom, sets up in support column hinge groove 8 on support column main part 5 upper portion to and run through and set up support column pinhole 9 on support column hinge groove 8.
The supporting hinge groove 8 is hinged with the first room beam column 2 or the second room beam column 3, specifically, the first room beam column 2 comprises a first room beam column main body 10, a clamping notch 11 arranged on the first room beam column main body 10 and used for clamping the cross beam 4, and first room beam column hinge lug seats 12 arranged on two sides of the first room beam column main body 10 and used for being hinged with the support column 1 or the second room beam column 3; second room beam column 3 includes second room beam column main part 13, sets up in the joint notch 11 of second room beam column main part 13 both sides, set up in second room beam column main part 13 one end and with support column 1 articulated second room beam column articulated ear seat 14 mutually, set up in the second room beam column main part 13 other end and with first room beam column articulated ear seat 12 articulated room beam column articulated groove 15 mutually to and run through and open and locate on room beam column articulated groove 15 and be used for the room beam column pinhole 16 that the connecting pin passed. When the support column 1 is hinged with the first room beam column 2, the first room beam column hinge lug seat 12 is clamped in the support column hinge groove 8, and the first room beam column 2 is hinged by penetrating a connecting pin through a support column pin hole 9; in a similar way, when the support column 1 is hinged to the second room beam column 3, the second room beam column hinged lug seat 14 is connected in the support column hinged groove 8 in a clamped mode, and the support column pin hole 9 is penetrated through the connecting pin to achieve hinging of the second room beam column 3. After the first room beam column 2 and the second room beam column 3 are hinged to the supporting columns 1, the first room beam column hinged lug seats 12 are connected in the room beam column hinged grooves 15 in a clamped mode, the connecting pins penetrate through the room beam column pin holes 16 to achieve the purpose that the first room beam column 2 and the second room beam column 3 are hinged and form a tower-shaped roof structure, and the angle of the tower-shaped roof structure can be adjusted through the distance between the two supporting columns.
After accomplishing first room beam column and second room beam column, make it form house roof structure crossbeam with crossbeam 4 joint in joint notch 11, for the stability of promoting crossbeam 4 joint, set up locking screw 17 on joint notch 11, with the crossbeam joint behind the joint notch, through locking bolt screw in locking screw with the crossbeam top tight, guaranteed the stability of its joint.
After the joint installation of accomplishing crossbeam 4 is fixed, fixed roof board that sets up on crossbeam 4, roof board form the barracks roof for keep out the wind and keep out the rain, the roof board can be the waterproof board, fixes on crossbeam 4 through viscose or the fixed mode of screw, preferentially, the roof board can adopt various steel sheet, fixes it on the crossbeam through the rivet. According to the utility model, through reasonable structure arrangement, the barracks can be quickly built, the barracks construction period is shortened, and the convenience of barracks construction in the aeolian sand geological region is improved.
Particularly, this embodiment support column 1 comprises support column main part 5 and connection base 7, set up in joint groove 6 is all seted up to the both sides of support column main part 5, and the room wallboard can insert corresponding joint inslot 6 and cooperate with joint groove 6, the lower extreme of support column main part 5 and connection base 7's top surface fixed connection, support column hinge groove 8 is seted up on the upper portion of support column main part 5, and first room beam column 2 and second room beam column 3 all can insert in the corresponding support column hinge groove 8 and cooperate with support column hinge groove 8, and support column pinhole 9 is seted up to the upper end of support column main part 5, and support column pinhole 9 communicates with each other with corresponding support column hinge groove 8 inner wall. When using this device, insert corresponding support post hinge groove 8 with first room beam column 2 and second room beam column 3 in, pass the fixed pin in the support post pinhole 9, can fix first room beam column 2 and second room beam column 3 through the fixed pin.
Specifically, this embodiment first room beam column 2 comprises first room beam column main part 10 and the articulated ear seat 12 of first room beam column, and the front surface of first room beam column main part 10 sets up several joint notch 11, and joint notch 11 runs through first room beam column main part 10, and crossbeam 4 can insert in corresponding joint notch 11 and cooperate with joint notch 11, the articulated ear seat 12 of the equal fixed mounting of first room beam column 2's the both sides first room beam column, and support column 1, second room beam column 3 can be connected with the articulated ear seat 12 of corresponding first room beam column is articulated. When using this device, crossbeam 4 inserts in corresponding joint notch 11, can make crossbeam 4 be convenient for install and dismantle, can be convenient for connect corresponding support column 1, second room beam column 3 through first room beam column hinge ear seat 12.
Further, this embodiment second room beam column 3 comprises second room beam column main part 13 and second room beam column hinge lug 14, the front surface of second room beam column main part 13 sets up joint notch 11, joint notch 11 runs through second room beam column main part 13, second room beam column hinge lug 14 of one end fixed mounting of second room beam column 3, support column 1 can be connected with corresponding second room beam column hinge lug 14 is articulated, room beam column hinge slot 15 is seted up to the other end of second room beam column main part 13, first room beam column hinge lug 12 can insert corresponding room beam column hinge slot 15 in and cooperate with room beam column hinge slot 15, room beam column pinhole 16 is seted up to the other end of second room beam column main part 13, room beam column pinhole 16 communicates with each other with the inside of room beam column hinge slot 15, room beam column pinhole 16 corresponds with on first room beam column hinge lug 12. When using this device, crossbeam 4 inserts in corresponding joint notch 11, can make crossbeam 4 be convenient for install and dismantle, can be convenient for connect corresponding support column 1 through second room beam column hinge lug 14, can be convenient for first room beam column hinge lug 12 and second room beam column 3 through room beam column hinge groove 15 and be connected, can be convenient for first room beam column hinge lug 12 and second room beam column 3 hinge through passing the round pin axle in room beam column pinhole 16 and be connected.
Furthermore, in this embodiment, the front side and the rear side of one side of the clamping slot 11 are both provided with locking screw holes 17, and the locking screw holes 17 are communicated with the inside of the clamping slot 11. When the device is used, the screw rods can penetrate through the locking screw holes 17, so that the corresponding cross beams 4 are fixed by the screw rods, and the cross beams 4 can be more stable in the working process.
Further, the roof panel of the present embodiment is a color steel panel. (the color steel plate prefabricated house has the advantages of light weight, high strength, heat preservation, heat insulation, attractive appearance, durability and the like, and is a high-grade building which integrates the building and the decoration into a whole and is quickly installed).
Furthermore, in this embodiment, a clamping gap 8 is formed above the inside of the clamping groove 6, the clamping gap 8 is communicated with the outside, and the house wallboard can be inserted into the clamping gap 8 and matched with the clamping gap 8. (for the convenience of the clamping of the house wallboard, the clamping notch 18 is arranged on the clamping groove 6, and the house wallboard can be conveniently clamped into the clamping groove 6 through the clamping notch 18).
The embodiments of the present invention have been described above with reference to the accompanying drawings, but these descriptions should not be construed as limiting the scope of the present invention, and the technical contents not described in detail in the present invention are known in the art.
Claims (7)
1. The utility model provides a concatenation formula barracks structure suitable for aeolian sand geological area which characterized in that: including support column (1), support column (1) are fixed in on the ground base, wherein articulated first room beam column (2) of connecting in the upper end of several support columns (1), articulated second room beam column (3) of connecting in the upper end of several support columns (1) in addition, first room beam column (2) and second room beam column (3) articulate through the connecting pin and form the roof structure of a tower type together, equal joint crossbeam (4) on first room beam column (2) and the second room beam column (3), be used for forming the shingle on house roof on crossbeam (4), the joint is used for forming the house wallboard of house wall structure between support column (1), and set up door and the room window on the room wallboard.
2. The splicing barracks structure suitable for aeolian sand geological area according to claim 1, characterized in that: support column (1) comprises support column main part (5) and connection base (7), set up in joint groove (6) are all seted up to the both sides of support column main part (5), the room wallboard can insert in corresponding joint groove (6) and cooperate with joint groove (6), the lower extreme of support column main part (5) and the top surface fixed connection of connection base (7), support column hinge groove (8) are seted up on the upper portion of support column main part (5), first room beam column (2) and second room beam column (3) all can insert in corresponding support column hinge groove (8) and cooperate with support column hinge groove (8), support column pinhole (9) are seted up to the upper end of support column main part (5), support column pinhole (9) communicate with each other with corresponding support column hinge groove (8) inner wall.
3. The splicing barracks structure suitable for aeolian sand geological area according to claim 2, characterized in that: first room beam column (2) comprise first room beam column main part (10) and first room beam column hinge ear seat (12), the front surface of first room beam column main part (10) sets up several joint notch (11), joint notch (11) run through first room beam column main part (10), crossbeam (4) can insert in corresponding joint notch (11) and cooperate with joint notch (11), the first room beam column hinge ear seat (12) of the equal fixed mounting in both sides of first room beam column (2), support column (1), second room beam column (3) can be connected with corresponding first room beam column hinge ear seat (12) are articulated.
4. The splicing barracks structure suitable for aeolian sand geological area according to claim 3, characterized in that: the second room beam column (3) is composed of a second room beam column main body (13) and a second room beam column hinged lug seat (14), the front surface of the second room beam column main body (13) is provided with a clamping notch (11), the clamping notch (11) penetrates through the second room beam column main body (13), one end of the second room beam column (3) is fixedly provided with the second room beam column hinged lug seat (14), the support column (1) can be hinged and connected with the corresponding second room beam column hinged lug seat (14), the other end of the second room beam column main body (13) is provided with a room beam column hinged groove (15), the first room beam column hinged lug seat (12) can be inserted into the corresponding room beam column hinged groove (15) and matched with the room beam column hinged groove (15), the other end of the second room beam column main body (13) is provided with a room beam column pin hole (16), and the room beam column pin hole (16) is communicated with the inside of the room beam column hinged groove (15), the house beam column pin holes (16) correspond to the holes on the first house beam column hinge lug seats (12).
5. The splicing barracks structure suitable for aeolian sand geological area according to claim 4, characterized in that: locking screw holes (17) are formed in the front side and the rear side of one side of the clamping groove opening (11), and the locking screw holes (17) are communicated with the inside of the clamping groove opening (11).
6. The splicing barracks structure suitable for aeolian sand geological area according to claim 5, characterized in that: the roof plate is a color steel plate.
7. The splicing barracks structure suitable for aeolian sand geological area according to claim 2, characterized in that: joint breach (8) have been seted up to the inside top in joint groove (6), and joint breach (8) communicate with each other with the external world, and the room wallboard can insert in joint breach (8) and cooperate with joint breach (8).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120847014.2U CN215406544U (en) | 2021-04-23 | 2021-04-23 | Concatenation formula barracks structure suitable for aeolian sand geological area |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120847014.2U CN215406544U (en) | 2021-04-23 | 2021-04-23 | Concatenation formula barracks structure suitable for aeolian sand geological area |
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| Publication Number | Publication Date |
|---|---|
| CN215406544U true CN215406544U (en) | 2022-01-04 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202120847014.2U Active CN215406544U (en) | 2021-04-23 | 2021-04-23 | Concatenation formula barracks structure suitable for aeolian sand geological area |
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| Country | Link |
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| CN (1) | CN215406544U (en) |
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2021
- 2021-04-23 CN CN202120847014.2U patent/CN215406544U/en active Active
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