CN217325451U - Prefabricated assembled foundation building - Google Patents

Prefabricated assembled foundation building Download PDF

Info

Publication number
CN217325451U
CN217325451U CN202220847905.2U CN202220847905U CN217325451U CN 217325451 U CN217325451 U CN 217325451U CN 202220847905 U CN202220847905 U CN 202220847905U CN 217325451 U CN217325451 U CN 217325451U
Authority
CN
China
Prior art keywords
prefabricated
concrete
foundation
basis
muscle
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
CN202220847905.2U
Other languages
Chinese (zh)
Inventor
孙佳庆
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Shanghai Hanhui Construction Group Co ltd
Original Assignee
Shanghai Hanhui Construction Group Co ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Shanghai Hanhui Construction Group Co ltd filed Critical Shanghai Hanhui Construction Group Co ltd
Priority to CN202220847905.2U priority Critical patent/CN217325451U/en
Application granted granted Critical
Publication of CN217325451U publication Critical patent/CN217325451U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Foundations (AREA)

Abstract

The utility model provides a prefabricated assembled foundation building, including prefabricated basis, horizontal muscle, prick muscle, splice bar, pour hole, rubber sleeve, concrete and connection basis, prefabricated basis is equipped with a plurality of, and prefabricated basis both ends are all connected through the connection basis that is square form, and prefabricated basis is prefabricated by the concrete and forms, and the inside fixed connection of concrete is equipped with four horizontal muscle of placing. The utility model discloses a set up pouring hole and rubber sleeve, the utility model discloses when using, hoist prefabricated basis to tamped subaerial, pour into the concrete through pouring hole, make the concrete flow to tamped ground from pouring hole through prefabricated basis, make tamped ground low-lying department be filled by the concrete, avoid tamping the surface low-lying department ponding of ground surface; prevent to make in the open air when prefabricated basis, can keep away the rain to horizontal muscle, splice bar through the rubber sleeve, prevent that the rainwater from drenching horizontal muscle, splice bar, avoid horizontal muscle, splice bar to rust.

Description

Prefabricated assembled foundation building
Technical Field
The utility model relates to a prefabricated building technical field especially relates to a prefabricated assembly type foundation building.
Background
The building industrialization is the inevitable direction of sustainable development of the building industry in China, and is an important way for improving the labor productivity, improving the engineering quality and the technical progress and realizing transformation and upgrading of the building industry. The implementation of the building industrialized construction technology can greatly reduce labor, shorten the construction period, improve the operation condition of workers, reduce labor intensity, meet the requirement of 'four sections and one environment protection', is a necessary way for transformation development of building enterprises and building industries in China and has been vigorously developed in China;
at present, when the prefabricated foundation is constructed, the prefabricated foundation is installed and tamped on the ground surface, the tamped ground cannot be completely leveled, rainwater is easily gathered at a low-lying position, the foundation is damaged, the existing prefabricated foundation is prevented from being corroded by the rainwater easily when the existing prefabricated foundation is used outdoors, and therefore the prefabricated foundation building needs to be provided.
SUMMERY OF THE UTILITY MODEL
The utility model aims at solving among the prior art prefabricated assembled basis when building, prefabricated basis is all installed and tamp ground surface, because of tamped ground can not level and smooth completely, and the easy rainwater of gathering of low-lying department leads to the ground impaired, and current prefabricated assembled basis when preventing in the open air, and the reinforcing bar of connecting usefulness corrodes because of the rainwater easily to a prefabricated assembled foundation building is proposed.
In order to achieve the above purpose, the utility model adopts the following technical scheme: the utility model provides a prefabricated assembled foundation building, includes prefabricated basis, horizontal muscle, pricks muscle, splice bar, pours hole, rubber sleeve, concrete and connection basis, prefabricated basis is equipped with a plurality of, prefabricated basis both ends are all connected through the connection basis that is square form, prefabricated basis is formed by the concrete prefabrication, the inside fixed connection of concrete is equipped with four horizontal muscle of transversely placing, and the concrete both ends outside is arranged in at horizontal muscle both ends, horizontal muscle periphery is tied up and is equipped with a plurality of muscle of pricking, prick the equal fixed connection in muscle one side and be equipped with two vertical splice bars, horizontal muscle, prick muscle, splice bar are wrapped up by the concrete, fixed surface connects on the concrete and is equipped with the hole of pouring that a plurality of runs through, horizontal muscle both ends and splice bar top all cup joint and are equipped with the rubber sleeve.
Preferably, the connection foundation is prefabricated, and the four sides of the connection foundation are provided with connection holes to be connected with the transverse ribs.
Further preferably, the connection foundation is cast in situ, so that two ends of the concrete of the prefabricated foundation and two ends of the transverse bar are cast into a whole.
Further preferably, the rubber sleeve material is wear-resistant rubber.
Further preferably, the pouring hole is vertically downward.
The utility model has the advantages that: through setting up pouring hole and rubber sleeve, the utility model discloses when using, hoist prefabricated basis to the ground that has tamped, pour into the concrete through pouring hole, make the concrete flow to tamped ground from pouring hole through prefabricated basis, make tamped ground low-lying place filled by the concrete, avoid tamping the surface low-lying place ponding of ground surface; prevent to make in the open air when prefabricated basis, can keep away the rain to horizontal muscle, splice bar through the rubber sleeve, prevent that the rainwater from drenching horizontal muscle, splice bar, avoid horizontal muscle, splice bar to rust.
Drawings
FIG. 1 is an overall sectional view of the present invention;
fig. 2 is the overall assembly schematic diagram of the present invention.
In the figure: the prefabricated foundation-1, the transverse ribs-101, the tie ribs-102, the connecting ribs-103, the pouring holes-104, the rubber sleeves-105 and the connecting foundation-2.
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.
Referring to fig. 1-2, a prefabricated assembly type foundation building comprises a prefabricated foundation 1, transverse ribs 101, tie ribs 102, connecting ribs 103, pouring holes 104, rubber sleeves 105, concrete 106 and connecting foundations 2, wherein a plurality of prefabricated foundations 1 are arranged, two ends of the prefabricated foundation 1 are connected through the square connecting foundations 2, the prefabricated foundation 1 is prefabricated by the concrete 106, four transverse ribs 101 which are transversely arranged are fixedly connected inside the concrete 106, two ends of the transverse bar 101 are arranged at the outer sides of two ends of the concrete 106, a plurality of tie bars 102 are tied at the periphery of the transverse bar 101, two vertical connecting bars 103 are fixedly connected to one side of each tie bar 102, the transverse bar 101, the tie bars 102 and the connecting bars 103 are wrapped by the concrete 106, a plurality of through pouring holes 104 are fixedly connected to the upper surface of the concrete 106, and rubber sleeves 105 are sleeved at the two ends of the transverse bar 101 and the top ends of the connecting bars 103;
when the device is used, the prefabricated foundation 1 is hoisted to the tamped ground, concrete is poured into the pouring hole 104, the concrete flows to the tamped ground from the pouring hole 104 through the prefabricated foundation 1, the low-lying part of the tamped ground is filled with the concrete, and water accumulation at the low-lying part of the surface of the tamped ground is avoided;
when the two ends of the prefabricated foundation 1 are connected, the rubber sleeve 105 is taken down, so that the two ends of the prefabricated foundation 1 are connected with the prefabricated foundation 1 through the connecting foundation 2;
wherein, prevent to make in the open air when prefabricated basis 1, can keep away the rain to horizontal muscle 101, splice bar 103 through rubber sleeve 105, prevent that the rainwater from drenching horizontal muscle 101, splice bar 103, avoid horizontal muscle 101, splice bar 103 to rust.
Preferably, the connection foundation 2 is prefabricated, and the four sides of the connection foundation 2 are provided with connection holes to be connected with the transverse ribs 101, so that the prefabricated foundation 1 and the connection foundation 2 can be connected by inserting the transverse ribs 101 into the connection holes;
wherein the connection foundation 2 is prefabricated by concrete.
Preferably, the connection foundation 2 is cast in situ, so that two ends of the concrete 106 of the prefabricated foundation 1 and two ends of the transverse bar 101 are cast into a whole.
Preferably, the rubber sleeve 105 is made of wear-resistant rubber, and the wear-resistant rubber has elasticity and is wear-resistant and can be well used.
Preferably, the casting holes 104 are vertically downward so that the concrete cast inside will flow downward.
When the utility model is used, the prefabricated foundation 1 is hoisted to the tamped ground, and the concrete is poured into the pouring hole 104, so that the concrete flows to the tamped ground from the pouring hole 104 through the prefabricated foundation 1, and the low-lying part of the tamped ground is filled with the concrete, thereby avoiding the water accumulation of the low-lying part on the surface of the tamped ground;
when the two ends of the prefabricated foundation 1 are connected, the rubber sleeve 105 is taken down, so that the two ends of the prefabricated foundation 1 are connected with the prefabricated foundation 1 through the connecting foundation 2;
when the prefabricated foundation 1 is prevented from being used outdoors, the transverse ribs 101 and the connecting ribs 103 can be protected from rain through the rubber sleeves 105, the transverse ribs 101 and the connecting ribs 103 are prevented from being wetted by rain, and the transverse ribs 101 and the connecting ribs 103 are prevented from rusting;
the prefabricated foundation is prefabricated by arranging the connecting foundation 2, and the four sides of the prefabricated foundation are provided with connecting holes to be connected with the transverse ribs 101, so that the prefabricated foundation 1 and the connecting foundation 2 can be connected by inserting the transverse ribs 101 into the connecting holes;
wherein, the connection foundation 2 is prefabricated by concrete;
the prefabricated foundation 1 is formed by arranging the connecting foundation 2 and casting in situ, so that two ends of concrete 106 of the prefabricated foundation 1 and two ends of the transverse bar 101 are cast into a whole;
the rubber sleeve 105 is made of wear-resistant rubber, so that the wear-resistant rubber has elasticity and is wear-resistant and can be well used;
by placing the pouring hole 104 vertically downward, the concrete poured inside will flow downward.
The above, only be the concrete implementation of the preferred embodiment of the present invention, but the protection scope of the present invention is not limited thereto, and any person skilled in the art is in the technical scope of the present invention, according to the technical solution of the present invention and the utility model, the concept of which is equivalent to replace or change, should be covered within the protection scope of the present invention.

Claims (5)

1. The utility model provides a prefabricated assembled foundation building, includes prefabricated basis (1), horizontal muscle (101), pricks muscle (102), splice bar (103), pours hole (104), rubber sleeve (105), concrete (106) and connection foundation (2), its characterized in that: prefabricated basis (1) is equipped with a plurality of, prefabricated basis (1) both ends are all connected through connection basis (2) that are the square form, prefabricated basis (1) is prefabricated by concrete (106) and forms, concrete (106) inside fixed connection is equipped with four horizontal muscle (101) of transversely placing, and concrete (106) both ends outside is arranged in at horizontal muscle (101) both ends, horizontal muscle (101) periphery is tied up and is equipped with a plurality of muscle (102) of pricking, it is equipped with two vertical splice bar (103) to prick the equal fixed connection in muscle (102) one side, horizontal muscle (101), prick muscle (102), splice bar (103) and wrap up by concrete (106), concrete (106) upper surface fixed connection is equipped with pouring hole (104) that a plurality of runs through, horizontal muscle (101) both ends and splice bar (103) top all cup joint and are equipped with rubber sleeve (105).
2. The prefabricated assembly type foundation building of claim 1, wherein the connection foundation (2) is prefabricated and has connection holes formed at four sides thereof to be connected with the transverse ribs (101).
3. The prefabricated assembly type foundation building of claim 1, wherein the connection foundation (2) is cast in situ, and both ends of the concrete (106) and both ends of the transverse bar (101) of the prefabricated foundation (1) are cast as a whole.
4. The prefabricated building foundation of claim 3, wherein said rubber sleeve (105) material is a wear resistant rubber.
5. The prefabricated assembly type foundation building of claim 1, wherein the casting hole (104) is vertically downward.
CN202220847905.2U 2022-04-13 2022-04-13 Prefabricated assembled foundation building Active CN217325451U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202220847905.2U CN217325451U (en) 2022-04-13 2022-04-13 Prefabricated assembled foundation building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202220847905.2U CN217325451U (en) 2022-04-13 2022-04-13 Prefabricated assembled foundation building

Publications (1)

Publication Number Publication Date
CN217325451U true CN217325451U (en) 2022-08-30

Family

ID=82947531

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202220847905.2U Active CN217325451U (en) 2022-04-13 2022-04-13 Prefabricated assembled foundation building

Country Status (1)

Country Link
CN (1) CN217325451U (en)

Similar Documents

Publication Publication Date Title
CN107675610B (en) The construction and the practice of a kind of precast assembly bridge pier segment connection
CN108560544A (en) A kind of sleeve connection assembled pile foundation and its construction method
CN208701729U (en) A kind of offshore wind farm High-Rise Pile Cap Foundation using prefabricated cushion cap
CN109487681A (en) Erosion resistant ultra-high performance concrete constrains section assembling bridge pier and method of construction
CN108457243A (en) A kind of construction method of assembly concrete wave wall
CN107988895A (en) A kind of bridge and its construction method
CN208328665U (en) A kind of full assembled light abutment
CN217325451U (en) Prefabricated assembled foundation building
CN106193776A (en) Chimney and the combinative structure of water tower and construction method thereof
CN108729544A (en) Dry-and wet-type composite joint pin-connected panel construction
CN209066420U (en) Borehole filling pile cage of reinforcement stereotyped structure
CN215253640U (en) High-rise assembled prefabricated shear wall
CN113279423B (en) Prefabricated column pier and post-cast strip foundation beam assembly integral construction method
CN216427975U (en) Gate-type pier capping beam built-in anti-seismic steel bar structure
CN206359882U (en) A kind of assembled solid steel tube constrains reinforced column squat pier
CN207032010U (en) A kind of assembled solid steel tube constrains armored concrete pillar height pier
CN211849575U (en) Novel building retaining wall reinforced structure
CN210459263U (en) Bearing platform type pile structure
CN207537870U (en) A kind of precast beam unit of cantilevered shape of a hoof bent cap
CN208219667U (en) Foundation pit supporting construction based on campshed and inner support
CN208455613U (en) A kind of sleeve connection assembled pile foundation
CN206887746U (en) A kind of concrete circular stub binder backward construction column-form
CN218405383U (en) Prefabricated pile core structure of assembled high-pile wharf
CN205976695U (en) Integrated configuration of chimney and water tower
CN205804152U (en) A kind of sections assembled core grouted concrete bridge pier

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant