CN214169611U - Local board structure of lifting in basement fire pool manhole position - Google Patents

Local board structure of lifting in basement fire pool manhole position Download PDF

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Publication number
CN214169611U
CN214169611U CN202023049198.2U CN202023049198U CN214169611U CN 214169611 U CN214169611 U CN 214169611U CN 202023049198 U CN202023049198 U CN 202023049198U CN 214169611 U CN214169611 U CN 214169611U
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China
Prior art keywords
fire
basement
secondary beam
pool
pump room
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CN202023049198.2U
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Chinese (zh)
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郑文清
宗臣
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Suzhou Tiandi Design And Research Institute Co ltd
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Suzhou Tiandi Civil Defense Building Design Research Institute Co ltd
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Abstract

The utility model discloses a local board structure of lifting in basement fire-fighting water pond manhole position relates to building fire-fighting engineering technical field, aims at solving fire-fighting water pond, fire pump room structure floor and peripheral basement floor not at an elevation, and the floor is local discontinuous, and the antidetonation is unfavorable, the uneconomical problem of foundation ditch enclosure. Its technical scheme main points are, including the basement of same elevation, fire pump room and fire water pool, pour the fire water pool side wall between fire water pool and the fire pump room, the manhole has been seted up to the one end that the fire water pool side wall is close to the roof, is provided with secondary beam one on the top surface of fire pump roof board, is provided with secondary beam two on the top surface of fire water pool roof board, and secondary beam one and secondary beam two are located same height and are higher than the basement, are equipped with between secondary beam one and the secondary beam two and raise the board. The bottom plate of fire-fighting pool, fire pump room and the same elevation of the basement that links to each other, the roof is except local manhole, and all the other positions are the same with the basement elevation that links to each other, reducible uplift stake quantity.

Description

Local board structure of lifting in basement fire pool manhole position
Technical Field
The utility model belongs to the technical field of the technique of building fire engineering and specifically relates to a local board structure of lifting in basement fire pool manhole position is related to.
Background
The basement means that the height of the ground of a room lower than the ground level of the outdoor exceeds one half of the net height of the room, and the basement fire pool plays an important self-rescue role when a building is in a fire disaster. The fire pool is a water storage facility which is artificially built and used for a fixed or movable fire pump to absorb water. The fire pool has the main function of storing fire-fighting water to extinguish fire and the auxiliary function of facilitating water suction of the water pump.
Referring to fig. 1, a basement fire water pond, including basement 1, fire pump room 2 and set up fire water pond 3 between basement 1 and fire pump room 2, receive 3 capacity influences in fire water pond, 3 floor height ratio adjacent basements 1 height in fire water pond. The conventional method is that the top plate of the whole fire pool 3 and the fire pump room 2 is lifted or the bottom plate is lowered. The roof plate is lifted, and the depth of the soil on the upper planting roof is influenced, so that the requirements of the planting roof cannot be met; the bottom plate reduces, and the excavation depth of foundation ditch increases, can increase the foundation ditch enclosure degree of difficulty, increases the cost of enclosure. Whether the top plate is lifted or the bottom plate is lowered, the number of the uplift piles is increased.
The above prior art solutions have the following drawbacks: the floor slab of the fire-fighting water pool 3, the fire-fighting water pump room 2 and the floor slab of the basement 1 at the periphery are not at the same elevation, the floor slab is locally discontinuous, the risk of irregular planes is increased, and the earthquake resistance is not good; the upper planting soil space is occupied or the excavation depth of the foundation pit is increased, the design and construction difficulty of the foundation pit enclosure is increased, and the foundation pit enclosure is not economical, so that further improvement is needed.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a local board structure of lifting in basement fire pond manhole position, it has the effect of fire pond, fire pump house bottom plate and the same elevation of continuous basement.
The above technical purpose of the present invention can be achieved by the following technical solutions:
the utility model provides a local board structure of lifting of basement fire water pond manhole position, includes basement, fire water pump house and the fire water pond of setting between basement and fire water pump house of same elevation, the fire water pond side wall has been pour between fire water pond and the fire water pump house, the manhole has been seted up to the one end that the fire water pond side wall is close to the roof, the roof of fire water pump house is provided with secondary beam one on being close to the top surface of fire water pond one end, the roof of fire water pond is provided with secondary beam two on being close to the top surface of fire water pump house one end, secondary beam one and secondary beam two are located same height and are higher than the roof of basement, fire water pump house and fire water pond, the board is raised to secondary beam one and secondary beam two between being provided with.
The utility model discloses further set up to: the side wall of the fire pool is positioned on the center line of the lifting plate.
The utility model discloses further set up to: and a first frame beam is arranged in the top plate of the fire pool.
The utility model discloses further set up to: and a frame beam II is arranged in the top plate of the basement.
The utility model discloses further set up to: one side of the fire pump room, which is far away from the fire pool, is provided with a civil air defense opening wall.
To sum up, the utility model discloses a beneficial technological effect does:
through the arrangement of the secondary beam I, the secondary beam II and the lifting plate, the bottom plates of the fire pool and the fire pump room have the same elevation as the connected basement, and the rest parts of the top plate are the same as the elevation of the connected basement except the local manhole, so that the number of uplift piles can be reduced;
the problem that the floor slab of the fire-fighting water pool and fire-fighting water pump house structure and the floor slab of the peripheral basement are not at the same elevation is solved, and the continuous floor slabs are beneficial to seismic resistance;
the upper portion earthing thickness is the same with adjacent basement, satisfies planting roofing requirement, reduces the bottom plate buried depth, reduces foundation ditch design, the construction degree of difficulty, reduces the cost.
Drawings
FIG. 1 is a schematic diagram of the overall structure of a fire pool in the background art;
fig. 2 is a schematic diagram of the overall structure of the embodiment of the present invention.
In the figure, 1, basement; 11. a second frame beam; 2. a fire pump house; 21. a first secondary beam; 3. a fire pool; 31. a secondary beam II; 32. a first frame beam; 4. a side wall of the fire pool; 41. a manhole; 5. raising the plate; 6. people's air defense oral area wall body.
Detailed Description
The following detailed description of the preferred embodiments of the present invention will be provided in conjunction with the accompanying drawings, so as to enable those skilled in the art to more easily understand the advantages and features of the present invention, and thereby define the scope of the invention more clearly and clearly.
Refer to fig. 2, do the utility model discloses a local board structure of lifting of basement fire water pond manhole position, including same elevation basement 1, fire pump room 2 and set up fire water pond 3 between basement 1 and fire pump room 2, pour fire water pond side wall 4 between fire water pond 3 and the fire pump room 2, manhole 41 has been seted up to the one end that fire water pond side wall 4 is close to the roof. One side of the fire pump room 2 far away from the fire pool 3 is provided with a civil air defense mouth wall 6, a frame beam I32 is arranged in the top plate of the fire pool 3, and a frame beam II 11 is arranged in the top plate of the basement 1.
Referring to fig. 2, a first secondary beam 21 is arranged on the top surface of one end, close to the fire-fighting water pool 3, of the top plate of the fire-fighting water pump room 2, a second secondary beam 31 is arranged on the top surface of one end, close to the fire-fighting water pump room 2, of the top plate of the fire-fighting water pool 3, and the first secondary beam 21 and the second secondary beam 31 are variable cross-section beams. The first secondary beam 21 and the second secondary beam 31 are located at the same height and are higher than the top plates of the basement 1, the fire pump room 2 and the fire pool 3, and the lifting plate 5 is poured between the first secondary beam 21 and the second secondary beam 31. The range and elevation of the top plate lifting can meet the requirements of climbing in and climbing out of the maintenance personnel. The fire pool side wall 4 is positioned on the center line of the lifting plate 5. Utilize the manhole 41 top of fire pond 3 to be the not available water capacity utilization space, reduce the elevation to general ground storehouse with the most roof of fire pond 3 and fire pump house 2, locally increase the one 21 and two 31 of secondary beam, only raise the roof of manhole 41 and the 41 both sides certain range of manhole, can guarantee the pond capacity like this, reduce the floor height again, effectively reduce the quantity of uplift pile. Because the floor slab is at the same elevation, the floor slab is continuous, and the irregular plane of the floor slab is avoided. Because only the local top plate is lifted, the range of the planted roof can be ensured to the maximum extent.
The implementation principle of the embodiment is as follows: after improvement, the layer height is reduced, the anti-floating calculation is more favorable, the number of uplift piles can be reduced, and the method is more economical;
after the improvement, the planting soil space can be ensured to the maximum extent, the building function is more reasonable, the burial depth of the fire-fighting water pool 3 and the fire-fighting water pump room 2 can be reduced, the enclosure design difficulty and the engineering cost of the foundation pit can be reduced, the construction difficulty is reduced, and the method is safer and more economical;
the floor slab of the whole basement 1 is at the same elevation, so that the earthquake resistance is favorable, and the structure is safer. Compared with the traditional method, the new method has the advantages of clear stress, convenient construction and cost reduction, and can improve the engineering construction quality.
The above only is the embodiment of the present invention, not limiting the patent scope of the present invention, all the equivalent structures or equivalent processes that are used in the specification and the attached drawings or directly or indirectly applied to other related technical fields are included in the patent protection scope of the present invention.

Claims (5)

1. The utility model provides a local board structure of lifting of basement fire pond manhole position which characterized in that: comprises a basement (1) with the same elevation, a fire-fighting water pump room (2) and a fire-fighting water pool (3) arranged between the basement (1) and the fire-fighting water pump room (2), a fire pool side wall (4) is poured between the fire pool (3) and the fire pump room (2), a manhole (41) is arranged at one end of the side wall (4) of the fire pool close to the top plate, a first secondary beam (21) is arranged on the top surface of one end of the top plate of the fire pump room (2) close to the fire pool (3), a secondary beam II (31) is arranged on the top surface of one end of the top plate of the fire-fighting water pool (3) close to the fire-fighting water pump room (2), the first secondary beam (21) and the second secondary beam (31) are positioned at the same height and are higher than the top plates of the basement (1), the fire pump room (2) and the fire pool (3), and a lifting plate (5) is arranged between the first secondary beam (21) and the second secondary beam (31).
2. The local board structure of lifting in basement fire pond manhole position of claim 1, characterized in that: the fire pool side wall (4) is positioned on the center line of the lifting plate (5).
3. The local board structure of lifting in basement fire pond manhole position of claim 1, characterized in that: a frame beam I (32) is arranged in the top plate of the fire pool (3).
4. The local board structure of lifting in basement fire pond manhole position of claim 1, characterized in that: and a frame beam II (11) is arranged in the top plate of the basement (1).
5. The local board structure of lifting in basement fire pond manhole position of claim 1, characterized in that: one side of the fire pump room (2) far away from the fire pool (3) is provided with a civil air defense opening wall body (6).
CN202023049198.2U 2020-12-17 2020-12-17 Local board structure of lifting in basement fire pool manhole position Active CN214169611U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202023049198.2U CN214169611U (en) 2020-12-17 2020-12-17 Local board structure of lifting in basement fire pool manhole position

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202023049198.2U CN214169611U (en) 2020-12-17 2020-12-17 Local board structure of lifting in basement fire pool manhole position

Publications (1)

Publication Number Publication Date
CN214169611U true CN214169611U (en) 2021-09-10

Family

ID=77608085

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202023049198.2U Active CN214169611U (en) 2020-12-17 2020-12-17 Local board structure of lifting in basement fire pool manhole position

Country Status (1)

Country Link
CN (1) CN214169611U (en)

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CP01 Change in the name or title of a patent holder

Address after: No.200 Minzhi Road, Gusu District, Suzhou City, Jiangsu Province

Patentee after: Suzhou Tiandi design and Research Institute Co.,Ltd.

Address before: No.200 Minzhi Road, Gusu District, Suzhou City, Jiangsu Province

Patentee before: SUZHOU TIANDI CIVIL DEFENSE BUILDING DESIGN RESEARCH INSTITUTE Co.,Ltd.

CP01 Change in the name or title of a patent holder