CN209523213U - Assembled isolated footing - Google Patents

Assembled isolated footing Download PDF

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Publication number
CN209523213U
CN209523213U CN201822224262.2U CN201822224262U CN209523213U CN 209523213 U CN209523213 U CN 209523213U CN 201822224262 U CN201822224262 U CN 201822224262U CN 209523213 U CN209523213 U CN 209523213U
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China
Prior art keywords
cylinder
built
fitting
support portion
steel plate
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CN201822224262.2U
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Chinese (zh)
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尚志海
李家富
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Ceri Architects & Engineers Co Ltd
MCC Capital Engineering and Research Incorporation Ltd
Zhongye Jingcheng Engineering Technology Co Ltd
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Ceri Architects & Engineers Co Ltd
Zhongye Jingcheng Engineering Technology Co Ltd
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Priority to CN201822224262.2U priority Critical patent/CN209523213U/en
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Abstract

The utility model discloses a kind of assembled isolated footings, are related to construction engineering technical field, and assembled isolated footing includes: pedestal, and the upper end has support portion, offers the first groove on support portion, the edge of support portion upper end is provided with the first built-in fitting;The first cylinder on the support portion of pedestal can be set, the lower end of first cylinder is embedded with the first shear key that can be embedded in the first groove, the edge of first cylinder lower end is provided with the second built-in fitting, the upper end of first cylinder offers the second groove, and the edge of the upper end of the first cylinder is equipped with third built-in fitting;The second cylinder on first cylinder can be set, and the lower end of the second cylinder is embedded with the second shear key that can be embedded in the second groove, and the edge of the second cylinder lower end is provided with the 4th built-in fitting;First steel plate and the second steel plate.The application on the basis of proof strength, firmness are met the requirements its can be assembled to form the higher cylinder of band and heavier-weight isolated footing.

Description

Assembled isolated footing
Technical field
The utility model relates to construction engineering technical field, in particular to a kind of assembled isolated footing.
Background technique
Prefabricated concrete structure is to be formed by prefabricated components through assembly connection, and prefabricated components are wherein main stress structure Part.Prefabricated concrete structure is one of the important directions of China's building structure development, it is conducive to China's building industrialization Development, raising production efficiency is energy saving, develops Green environmental-protection building, and is conducive to improve and guarantee construction engineering quality. Compared with cast-in-situ construction method, fabricated construction is conducive to green construction, because fabricated construction can more meet in green construction Save land, energy conservation, section material, water-saving and environmental protection etc. require, the negative effect to environment can be reduced, including reduce noise, It fugitive dust is prevented, reduces environmental pollution, cleans transport, reduce place interference, save resources and the energy such as water power material, it then follows can The principle of sustainable development.
The work progress of isolated footing of the cast-in-place concrete with cylinder is digging in-situ foundation trench, construction cushion coat, formwork, binding Reinforcing bar, placing concrete.Have the shortcomings that in entire work progress many: 1, long construction period, work progress are easy to make environment At pollution, it is unfavorable for environmentally protective;2, basis is used only once, and is resulted in waste of resources;3, Foundation Fieldbus field is constructed, coagulation soil property Amount is not easy to guarantee.The shortcomings that for above-mentioned construction, someone be layered to step isolated footing prefabricated, then on-site consolidation, Or whole prefabrication being carried out to small in size, light-weight basis, then transport to building site installation, both methods addresses only certain The problem of prefabricated installation on basis.But for higher, heavier-weight the isolated footing with cylinder, do not have also at present There is a fabricated solution, and its integral prefabricated and transport has difficulties, in no large lifting equipment and transporting equipment In the case of cannot achieve at all, therefore, need a kind of assembled isolated footing to solve the above problems.
Utility model content
In order to overcome the drawbacks described above of the prior art, the technical problem to be solved is that provide for the utility model embodiment A kind of assembled isolated footing, it can be assembled to form band compared with Gao Zhu on the basis of proof strength, firmness are met the requirements Body and heavier-weight isolated footing.
The specific technical solution of the utility model embodiment is:
A kind of assembled isolated footing, the assembled isolated footing include:
Pedestal, the upper end of the pedestal have the support portion extended along the vertical direction, and the upper end of the support portion offers First groove, the edge of the support portion upper end are provided with the first built-in fitting, and first built-in fitting connects the support portion In reinforcing bar;
The first cylinder on the support portion of the pedestal can be set, and the lower end of first cylinder is embedded with can be embedding Entering the first shear key of first groove, the edge of first cylinder lower end is provided with the second built-in fitting, and described second Built-in fitting connects the reinforcing bar in first cylinder, and the upper end of first cylinder offers the second groove, first cylinder The edge of upper end be equipped with third built-in fitting, the third built-in fitting connects the reinforcing bar in first cylinder;
The second cylinder on first cylinder can be set, and the lower end of second cylinder, which is embedded with, can be embedded in described Second shear key of two grooves, the edge of second cylinder lower end are provided with the 4th built-in fitting, and the 4th built-in fitting connects Connect the reinforcing bar in second cylinder;
The first steel plate for being welded between first built-in fitting and second built-in fitting and it is welded on the third The second steel plate between built-in fitting and the 4th built-in fitting.
Preferably, the edge of the support portion upper end has the first notch for accommodating first built-in fitting, and described the One built-in fitting is welded and connected with the vertical muscle in the support portion.
Preferably, the edge of first cylinder lower end has the second notch for accommodating second built-in fitting, described Second built-in fitting is mutually welded with the vertical muscle in first cylinder.
Preferably, the edge of the upper end of first cylinder has the third notch for accommodating the third built-in fitting, institute Third built-in fitting is stated to be welded and connected with the vertical muscle in first cylinder.
Preferably, the edge of second cylinder lower end has the 4th notch for accommodating the 4th built-in fitting, described 4th built-in fitting is mutually welded with the vertical muscle in second cylinder.
Preferably, the first passage for being connected to first groove, first cylinder lower end surface are offered in the pedestal Grouting material is filled between the support portion and in the first groove.
Preferably, the second channel for being connected to second groove is offered in first cylinder, second cylinder Grouting material is filled between lower end surface and the upper surface of first cylinder and in the second groove.
Preferably, first built-in fitting, second built-in fitting, the third built-in fitting, the 4th built-in fitting, institute It states the first steel plate and second steel plate is made of Q345 steel.
Preferably, it is provided with the first hanging ring on the side wall of first cylinder, is provided on the side wall of second cylinder Second hanging ring is provided with third hanging ring on the upper surface of the pedestal.
Preferably, the upper surface of second cylinder offers the 4th groove, and the cross section of the groove is trapezoidal;Or institute The upper end for stating the second cylinder is embedded with bolt, and the head of the bolt is located in second cylinder, the screw rod of the bolt Expose the upper surface of second cylinder in end;Or the upper end of second cylinder is embedded with L-type steel muscle, the L-type steel muscle is in Curved one end is located in second cylinder, and the other end of the L-type steel muscle exposes the upper surface of second cylinder.
Preferably, first built-in fitting be it is multiple, second built-in fitting be it is multiple, first steel plate be it is multiple, First steel plate, first built-in fitting and second built-in fitting are distributed in the four of first cylinder and the support portion Week, the third built-in fitting be it is multiple, the 4th built-in fitting be it is multiple, second steel plate be it is multiple, second steel plate, The third built-in fitting and the 4th built-in fitting are distributed in the surrounding of first cylinder and second cylinder, multiple described First built-in fitting, multiple second built-in fittings and first steel plate mutually weld, multiple third built-in fittings, multiple 4th built-in fitting is mutually welded with second steel plate.
The technical solution of the utility model have it is following significant the utility model has the advantages that
For traditional free band cylinder integral cast-in-situ basis, either rim of a cup formula, anchor bolt type or direct-burried reinforcing bar formula It is both needed to live formwork, ties up reinforcing bar, placing concrete needs to conserve concrete, needs to reach design strength in concrete The construction of superstructure can be carried out afterwards.And the assembled isolated footing purpose in the application be solve the higher cylinder of band, The fabricated design in the isolated footing of heavier-weight and construction problem, isolated footing are then passed through by whole design, basic component Segment design, meanwhile, basic component is prefabricated in factory's segmentation, at the scene by being welded to connect built-in fitting with steel plate to connect bottom Seat and the first cylinder, the first cylinder and the second cylinder, then by the way that the first shear key is arranged between pedestal and the first cylinder, the Second shear key is set between one cylinder and the second cylinder to guarantee to bear in the horizontal direction on the first cylinder and the second cylinder Shearing force can effectively pass to pedestal, and then assembled form whole isolated footing.The application can save live formwork, mix Solidifying soil pours and curing time, and subsequent construction can be quickly carried out after the completion of assembled, saves the duration, and work progress is environmentally protective, Meanwhile the shortcomings which overcome the constructions of Foundation Fieldbus field placing concrete, meet the needs that China pushes assembled architecture energetically, It is of great immediate significance and engineering application value.
Referring to following description and accompanying drawings, the particular implementation of the utility model is disclosed in detail, specifies practical Novel principle can be in a manner of adopted.It should be understood that the embodiments of the present invention in range not thus by Limitation.In the range of the spirit and terms of appended claims, the embodiments of the present invention includes many changes, modifications With it is equivalent.The feature for describing and/or showing for a kind of embodiment can be in a manner of same or similar one or more It uses in a other embodiment, is combined with the feature in other embodiment, or the feature in substitution other embodiment.
Detailed description of the invention
Attached drawing described here is only used for task of explanation, and is not intended to limit in any way disclosed by the utility model Range.In addition, shape and proportional sizes of each component in figure etc. are only schematically, to be used to help the reason to the utility model Solution is not the specific shape and proportional sizes for limiting each component of the utility model.Those skilled in the art is practical new at this Under the introduction of type, various possible shapes and proportional sizes can be selected to implement the utility model as the case may be.
Fig. 1 is the general assembly drawing of assembled isolated footing in the utility model embodiment;
Fig. 2 is the first structural schematic diagram of the second cylinder in the utility model embodiment;
Fig. 3 is second of structural schematic diagram of the second cylinder in the utility model embodiment;
Fig. 4 is the third structural schematic diagram of the second cylinder in the utility model embodiment;
Fig. 5 is the structural schematic diagram of the first cylinder in the utility model embodiment;
Fig. 6 is the front view of pedestal in the utility model embodiment;
Fig. 7 is the schematic diagram of the utility model embodiment light plate junction.
The appended drawing reference of the figures above:
1, pedestal;11, third hanging ring;12, support portion;13, the first groove;14, first passage;15, the first built-in fitting;2, First cylinder;21, the first hanging ring;22, the second built-in fitting;23, third built-in fitting;24, the first shear key;25, the second groove; 26, second channel;3, the second cylinder;31, the second hanging ring;32, the 4th built-in fitting;33, bolt;34, L-type steel muscle;35, third is recessed Slot;36, the second shear key;4, the first steel plate;5, the second steel plate;6, muscle is indulged;7, bed course.
Specific embodiment
In conjunction with the description of attached drawing and specific embodiment of the present invention, the utility model can be clearly understood Details.But specific embodiment of the present utility model described herein, it is only used for explaining the purpose of this utility model, without It can be understood as being limitations of the present invention in any way.Under the introduction of the utility model, technical staff is contemplated that Any possible deformation based on the utility model, these are regarded as belonging to the scope of the utility model.It needs to illustrate It is that when element is referred to as " being set to " another element, it can directly on the other element or there may also be placed in the middle Element.When an element is considered as " connection " another element, it can be directly to another element or can Centering elements can be existed simultaneously.Term " installation ", " connected ", " connection " shall be understood in a broad sense, for example, it may be mechanical connection or Electrical connection, the connection being also possible to inside two elements can be directly connected, can also indirectly connected through an intermediary, For the ordinary skill in the art, the concrete meaning of above-mentioned term can be understood as the case may be.Made herein Term " vertical ", " horizontal ", "upper", "lower", "left", "right" and similar statement simply to illustrate that mesh , it is not meant to be the only embodiment.
Unless otherwise defined, all technical and scientific terms used herein and the technical field for belonging to the application The normally understood meaning of technical staff is identical.The term used in the description of the present application is intended merely to description tool herein The purpose of the embodiment of body, it is not intended that in limitation the application.Term as used herein "and/or" includes one or more Any and all combinations of relevant listed item.
For be assembled to form band higher cylinder on the basis of proof strength, firmness are met the requirements and heavier-weight Isolated footing, propose a kind of assembled isolated footing in the embodiment of the present application, Fig. 1 is to fill in the utility model embodiment General assembly drawing with formula isolated footing, as shown in Figure 1, the assembled isolated footing may include: pedestal 1, the upper end of pedestal 1 has The support portion 12 extended along the vertical direction, the upper end of support portion 12 offer the first groove 13, the edge of 12 upper end of support portion It is provided with the first built-in fitting 15, the first built-in fitting 15 connects the reinforcing bar in support portion 12;It can be arranged on the support portion 12 of pedestal 1 The first cylinder 2, the lower end of the first cylinder 2 is embedded with the first shear key 24 that can be embedded in the first groove 13,2 lower end of the first cylinder Edge be provided with the second built-in fitting 22, the second built-in fitting 22 connects the reinforcing bar in the first cylinder 2, the upper end of the first cylinder 2 The second groove 25 is offered, the edge of the upper end of the first cylinder 2 is equipped with third built-in fitting 23, the connection of third built-in fitting 23 first Reinforcing bar in cylinder 2;The second cylinder 3 on first cylinder 2 can be set, and the lower end of the second cylinder 3, which is embedded with, can be embedded in second Second shear key 36 of groove 25, the edge of the second cylinder lower end are provided with the 4th built-in fitting 32, the connection of the 4th built-in fitting 32 Reinforcing bar in second cylinder 3;The first steel plate 4 for being welded on the first built-in fitting 15 and the second built-in fitting 22 and it is welded on third The second steel plate 5 on built-in fitting 23 and the 4th built-in fitting 32.
Fig. 6 is the front view of pedestal in the utility model embodiment, as shown in fig. 6, pedestal 1 is horizontally extending, With certain thickness with proof strength.Pedestal 1 is prefabricated in the factory, and size, thickness and amount of reinforcement are specifically by stress It is determined after calculating.It the cross section of pedestal 1 can be in rectangle, square, circle or other irregular shapes etc., in this application simultaneously Any restrictions are not done to it, the transversal mask body of pedestal 1 can be determined according to actual needs.
As shown in fig. 6, the upper end of pedestal 1 has the support portion 12 extended along the vertical direction, the support portion 12 on 1 top of pedestal Cross section be less than 1 lower part of pedestal cross section.It the cross section of support portion 12 in the horizontal direction can be with rectangle, square, circle Or other irregular shapes etc..Third hanging ring 11 is provided on the upper surface of the left and right ends of pedestal 1, pedestal 1 is pre- in factory When processed, third hanging ring 11 is embedded in advance in pedestal 1, can be connected with reinforcing bar in pedestal 1, to reinforce third hanging ring 11 and bottom Secured intensity between seat 1.The edge of 12 upper end of support portion has the first notch of the first built-in fitting 15 of accommodating, support portion 12 The edge of upper end is provided with the first built-in fitting 15, and the first built-in fitting 15 is welded and connected with the vertical muscle 6 in support portion 12.First The depth of notch is determined according to the protective layer thickness of reinforcing bar.First notch is the thickness usually less than branch due to the first built-in fitting 15 The thickness of protection tier on support part periphery and formed, the first built-in fitting 15 need and support portion periphery vertical reinforced-bar-welding, shape It is arranged at the first built-in fitting 15 on support portion periphery, is also formed the first notch along support portion top surface periphery.Work as support portion When 12 cross section is rectangle, the distribution of the first notch is also in rectangle.The upper center of support portion 12 offers the first groove 13, First groove 13 is used for the insertion of the first shear key 24.In order to guarantee the connection in the first built-in fitting 15 and pedestal 1 between reinforcing bar Intensity, the first built-in fitting 15 preferentially select Q345 steel.
As shown in figures 1 to 6, the first passage 14 that the first groove 13 of connection is offered in pedestal 1, passes through first passage 14 So that between 2 lower end surface of the first cylinder and support portion 12, can be filled with grouting material in the first groove 13, grouting material is for filling structure Gap uniformly transferring so as to vertical load between part.
Fig. 5 is the structural schematic diagram of the first cylinder in the utility model embodiment, and Fig. 7 is steel in the utility model embodiment The schematic diagram of plate junction, as shown in figure 5 and figure 7, in assembly, the first cylinder 2 is used to be arranged in the support portion 12 of pedestal 1 On.In the present embodiment, when the first cylinder 2 is prefabricated, the first groove 13 can be embedded in by being embedded in the middle part of the lower end of the first cylinder 2 The first shear key 24, the upper part of the first shear key 24 is located in the first cylinder 2, can be with the steel in the first cylinder 2 Muscle is connected.The edge of first cylinder, 2 lower end has the second notch that can accommodate the second built-in fitting 22, the arrangement of the second notch Mode is similar to the first notch, and details are not described herein.The edge of first cylinder, 2 lower end is provided with the second built-in fitting 22, edge Vertical direction extends, and the second built-in fitting 22 can be multiple, the second built-in fitting 22 and 6 phase of the vertical muscle welding in the first cylinder 2.The The upper center of one cylinder 2 is offered for the second groove 25 for the insertion of the second shear key 36, the side of the upper end of the first cylinder 2 Third built-in fitting 23 is equipped at edge, third built-in fitting 23 extends along the vertical direction, third built-in fitting 23 can be it is multiple, third is pre- Embedded part 23 connects the reinforcing bar in support portion 12, connects specifically, third built-in fitting 23 is welded with 6 phase of vertical muscle in the first cylinder 2 It connects.The edge of the upper end of first cylinder 2 has the third notch that can accommodate third built-in fitting 23, the arrangement of third notch Similar to the first notch, details are not described herein.The edge of first cylinder, 2 upper end is provided with third built-in fitting 23, along vertical Direction extends, and third built-in fitting 23 can be multiple, third built-in fitting 23 and 6 phase of the vertical muscle welding in the first cylinder 2.
In order to guarantee the second built-in fitting 22, the bonding strength in third built-in fitting 23 and the first cylinder 2 between reinforcing bar, second Built-in fitting 22, third built-in fitting 23 preferentially select Q345 steel.Arrangement of reinforcement, upper surface size and second in first cylinder 2 is pre-buried Part 22, third built-in fitting 23 population size calculating determination can be carried out according to upper load.
As shown in Figure 1 and Figure 5, the second channel 26 that the second groove 25 of connection is offered in the first cylinder 2 is logical by second It can be in the milk filled with grouting material between road 26, the lower end surface of the second cylinder 3 and the upper surface of the first cylinder 2 and in the second groove 25 Material is for gap the uniformly transferring so as to vertical load between noggin piece.
Fig. 4 is the third structural schematic diagram of the second cylinder in the utility model embodiment, as shown in Fig. 1, Fig. 4 and Fig. 7, In assembly, the second cylinder 3 is for being arranged in the first cylinder 2.In the present embodiment, when the second cylinder 3 is prefabricated, the 4th Built-in fitting 32 can be to be multiple, and the 4th built-in fitting 32 is arranged in the edge of 3 lower end of the second cylinder, the 4th built-in fitting 32 and second 6 phase of vertical muscle welding in cylinder 3, extends along the vertical direction.Therefore, as shown in figure 4, the edge of 3 lower end of the second cylinder has There are the 4th notch of the 4th built-in fitting 32 of accommodating, in assembling process, the 4th built-in fitting 32 and 6 phase of vertical muscle in the second cylinder 3 It is welded to connect.The formation basic theory and arrangement of 4th notch are identical as the first notch, and details are not described herein.Second cylinder 3 It is embedded with the second shear key 36 that can be embedded in the second groove 25 in the middle part of lower end, the upper part of the second shear key 36 is located at the second column In body 3, it can be connected with the reinforcing bar in the second cylinder 3.
In order to guarantee the bonding strength in the 4th built-in fitting 32 and the second cylinder 3 between reinforcing bar, the 4th built-in fitting 32 is preferably Select Q345 steel.The population size of arrangement of reinforcement, upper surface size and the 4th built-in fitting 32 in second cylinder 3 can be according to top Load carries out calculating determination.As shown in Figure 1 and Figure 7, the first steel plate 4 is welded on the first built-in fitting 15 and the second built-in fitting 22, It is located at the first built-in fitting 15, the second built-in fitting 22 backwards to the side of vertical muscle 6, to connect the first built-in fitting 15 and the second built-in fitting 22, one side is used to improve the bonding strength between support portion 12 and the first cylinder 2, while for reinforcing transmitting horizontal direction The ability of shearing force, still further aspect can between the first cylinder 2 and support portion 12 gap surrounding carry out to a certain extent Sealing.When by first passage 14 to gap filling grouting material between 2 lower end surface of the first cylinder and support portion 12, first The sealing function of steel plate 4 can prevent the spilling of grouting material.First steel plate 4 preferably selects Q345 steel, can so guarantee its with Between first built-in fitting 15, the second built-in fitting 22 weld after firmness and itself have certain transmitting horizontal direction cut The ability of shear force.
As shown in Figure 1 and Figure 7, on the second steel plate 5 is welded on third built-in fitting 23 and the 4th built-in fitting 32, it is located at the Three built-in fittings 23, the 4th built-in fitting 32 are backwards to the side of vertical muscle 6, to connect third built-in fitting 23 and the 4th built-in fitting 32, one Aspect is used to improve the bonding strength between the second cylinder 3 and the first cylinder 2, while for reinforcing transmitting horizontal direction shearing force Ability, still further aspect can the surrounding to gap between the first cylinder 2 and the second cylinder 3 carry out to a certain extent close Envelope.When by second channel 26 to gap filling grouting material between 2 upper surface of 3 lower end surface of the second cylinder and the first cylinder, The sealing function of second steel plate 5 can prevent the spilling of grouting material.Second steel plate 5 preferably selects Q345 steel, can so guarantee Its firmness after welding between third built-in fitting 23, the 4th built-in fitting 32 and itself there is certain transmitting level side To the ability of shearing force.
When the first built-in fitting 15 be it is multiple, when the second built-in fitting 22 is multiple, the first steel plate 4 or multiple, first Steel plate 4, the first built-in fitting 15 and the second built-in fitting 22 are distributed in the surrounding of the first cylinder 2 and support portion 12, and multiple first is pre-buried Part 15 and the second built-in fitting 22 can weld together with 4 phase of the first steel plate.Such as when support portion 12 and the first cylinder 2 When level cross-sectionn is rectangle, the first steel plate 4 can be four pieces, be located at one side of rectangle, each block of the first steel plate 4 with First built-in fitting 15 on rectangle one side mutually welds together with the second built-in fitting 22.Similarly, when third built-in fitting 23 be it is multiple, the When four built-in fittings 32 are multiple, the second steel plate 5 or multiple, the second steel plate 5, third built-in fitting 23 and the 4th built-in fitting 32 It is distributed in the surrounding of the second cylinder 3 and the first cylinder 2, multiple third built-in fittings 23 and the 4th built-in fitting 32 can be with one second 5 phase of steel plate welds together.
Fig. 2 is the first structural schematic diagram of the second cylinder in the utility model embodiment, as shown in Fig. 2, the second cylinder 3 Upper surface offer third groove 35, the cross section of third groove 35 can be trapezoidal, with for prefabricated other in top Component is connected.In the second embodiment, Fig. 3 is second of structural representation of the second cylinder in the utility model embodiment Figure, as shown in figure 3, the upper end of the second cylinder 3 can be embedded with the bolt 33 being vertically arranged, the head of bolt 33 is located at the second column Inside body 3, the upper surface of the second cylinder 3 is exposed in the end of the screw rod of the second bolt 33, realizes the second column by bolt 33 The top of body 3 is connected with prefabricated other components.In the third embodiment, as shown in figure 4, the upper end of the second cylinder 3 It is embedded with L-type steel muscle 34, L-type steel muscle 34 is located in the second cylinder 3 in curved one end, the other end exposing of L-type steel muscle 34 the The upper surface of two cylinders 3, in this way, can be connected by the way of reserved joint bar with top cast-in-place concrete structure.
As shown in Figures 2 and 3, it is prefabricated in the factory when processing, the second hanging ring can be set on the side wall of the second cylinder 3 31, the second hanging ring 31 can mutually be welded with the reinforcing bar inside the second cylinder 3, to guarantee between the second hanging ring 31 and the second cylinder 3 The firmness of connection.
As shown in figure 5, being prefabricated in the factory when processing, the first hanging ring 21 also can be set on the side wall of the first cylinder 2, One hanging ring 21 can mutually be welded with the reinforcing bar inside the first cylinder 2.
First built-in fitting 15, the second built-in fitting 22, third built-in fitting 23, the 4th built-in fitting 32, the first steel plate in order to prevent 4, the exposed part of the second steel plate 5, the first hanging ring 21, the second hanging ring 31 and third hanging ring 11 corrodes, exposed part can To smear pitch to carry out anti-corrosion protection.
It also proposed a kind of assembly method using any of the above-described assembled isolated footing, the assembly method in this application The following steps are included:
When being prefabricated in the factory, the first built-in fitting 15 is connected on the reinforcing bar at the edge of 1 upper end of pedestal, and the second built-in fitting 22 connects It connects on the reinforcing bar at the edge of 2 lower end of the first cylinder.First cylinder 2 is sling, so that the first shear key 24 and the first of pedestal 1 Groove 13 aligns, the first built-in fitting 15 is aligned with the second built-in fitting 22.
It transfers on the first cylinder 2 to the support portion 12 of pedestal 1, the first shear key 24 is embedded in the first groove 13.
The first steel plate 4 is welded backwards to the side of vertical muscle 6 in the first built-in fitting 15, the second built-in fitting 22, so that pedestal 1 It is connected together with the first cylinder 2.The quantity of first steel plate 4 can be according to the first built-in fitting 15,12 first cylinder 2 of support portion Cross section etc. determined.As far as possible, the first steel plate 4 carries out the surrounding in gap between the first cylinder 2 and support portion 12 Sealing to a certain extent.
When being prefabricated in the factory, third built-in fitting 23 is connected on the reinforcing bar at the edge of 2 upper end of the first cylinder, the 4th built-in fitting 32 are connected on the reinforcing bar at the edge of 3 lower end of the second cylinder.Second cylinder 3 is sling, so that the second shear key 36 and the first column Second groove 25 of body 2 aligns, third built-in fitting 23 is aligned with the 4th built-in fitting 32.
It transfers on 3 to the first cylinder 2 of the second cylinder, so that the second shear key 36 is embedded in the second groove 25.
The second steel plate 5 is welded backwards to the side of vertical muscle 6 in third built-in fitting 23, the 4th built-in fitting 32, so that second Cylinder 3 is connected together with the first cylinder 2.The quantity of second steel plate 5 can be according to third built-in fitting 23, the 4th built-in fitting 32, the cross section etc. of the second cylinder 3 and the first cylinder 2 is determined.As far as possible, the second steel plate 5 is by the first cylinder 2 and second The surrounding in gap carries out sealing to a certain extent between cylinder 3.
By being connected to the first passage 14 of the first groove 13 between 2 lower end surface of the first cylinder and support portion 12 and first is recessed Grouting material is injected in slot 13.
By being connected to the second channel 26 of the second groove 25 between 2 upper surface of 3 lower end surface of the second cylinder and the first cylinder Grouting material is injected in the second groove 25.
Assembled isolated footing is by segment design in the application, by pedestal 1, the first cylinder 2, the second cylinder 3 in factory Segmentation progress is prefabricated, to can directly carry out assembled assembly on bed course 7 at the construction field (site).It, only need to be by first in assembly In first groove 13 of the first shear key 24 insertion pedestal 1 in cylinder 2, the second shear key 36 in the second cylinder 3 insertion the In second groove 25 of one cylinder 2, then in the side welding first backwards to vertical muscle 6 of the first built-in fitting 15 and the second built-in fitting 22 Steel plate 4 welds the second steel plate 5 in the side backwards to vertical muscle 6 of third built-in fitting 23 and the 4th built-in fitting 32, so not only makes Pedestal 1, the first cylinder 2 and 3 three of the second cylinder securely connect, but also are further ensured that on the first cylinder and the second cylinder and hold The shearing force in the horizontal direction received can effectively pass to pedestal, finally the gap also between adjacent two components up and down Middle filling grouting material, so as to uniformly transferring for isolated footing vertical load.For traditional free band cylinder integral cast-in-situ basis For, either rim of a cup formula, anchor bolt type or direct-burried reinforcing bar formula are both needed to live formwork, tie up reinforcing bar, placing concrete is needed to coagulation Soil is conserved, and needs to carry out the construction of superstructure after concrete reaches design strength.And the assembly in the application Formula isolated footing can save live formwork, concreting and curing time, and subsequent apply can be quickly carried out after the completion of assembled Work, saves the duration, and work progress is environmentally protective.The utility model overcomes the shortcomings that Foundation Fieldbus field placing concrete construction, symbol It closes China and pushes the needs of assembled architecture energetically, be of great immediate significance and engineering application value.
All articles and reference disclosed, including patent application and publication, for various purposes by quoting knot Together in this.Describing combined term " substantially by ... constitute " should include identified element, ingredient, component or step and reality Other elements, ingredient, component or the step of the basic novel feature of the combination are not influenced in matter.Using term "comprising" or " comprising " describes the combination of element here, ingredient, component or step it is also contemplated that substantially by these elements, ingredient, component Or the embodiment that step is constituted.Here by using term " can with ", it is intended to illustrate that " can with " includes described any Attribute is all optional.Multiple element, ingredient, component or step can be mentioned by single integrated component, ingredient, component or step For.Alternatively, single integrated component, ingredient, component or step can be divided into multiple element, ingredient, component or the step of separation Suddenly.For describe the open "a" or "an" of element, ingredient, component or step do not say in order to exclude other elements, at Point, component or step.
All the embodiments in this specification are described in a progressive manner, the highlights of each of the examples are with The difference of other embodiments, the same or similar parts between the embodiments can be referred to each other.Above-described embodiment is only Illustrate the technical ideas and features of the present invention, it is practical new its object is to allow person skilled in the art that can understand this The content of type is simultaneously implemented accordingly, does not limit the protection scope of the present invention.It is all real according to the spirit of the present invention Equivalent change or modification made by matter, should be covered within the scope of the utility model.

Claims (11)

1. a kind of assembled isolated footing, which is characterized in that the assembled isolated footing includes:
Pedestal, the upper end of the pedestal have the support portion extended along the vertical direction, and the upper end of the support portion offers first Groove, the edge of the support portion upper end are provided with the first built-in fitting, and first built-in fitting connects in the support portion Reinforcing bar;
The first cylinder on the support portion of the pedestal can be set, and the lower end of first cylinder, which is embedded with, can be embedded in institute The first shear key of the first groove is stated, the edge of first cylinder lower end is provided with the second built-in fitting, and described second is pre-buried Part connects the reinforcing bar in first cylinder, and the upper end of first cylinder offers the second groove, first cylinder it is upper The edge at end is equipped with third built-in fitting, and the third built-in fitting connects the reinforcing bar in first cylinder;
The second cylinder on first cylinder can be set, and the lower end of second cylinder is embedded with that be embedded in described second recessed Second shear key of slot, the edge of second cylinder lower end are provided with the 4th built-in fitting, and the 4th built-in fitting connects institute State the reinforcing bar in the second cylinder;
It is welded on first built-in fitting and the first steel plate on second built-in fitting and is welded on the third built-in fitting With the second steel plate on the 4th built-in fitting.
2. assembled isolated footing according to claim 1, which is characterized in that the edge of the support portion upper end has The first notch of first built-in fitting is accommodated, the depth of first notch is determined according to the protective layer thickness of reinforcing bar, described First built-in fitting is welded and connected with the vertical muscle in the support portion.
3. assembled isolated footing according to claim 1, which is characterized in that the edge of first cylinder lower end has There is the second notch for accommodating second built-in fitting, the depth of second notch is determined according to the protective layer thickness of reinforcing bar, institute The second built-in fitting is stated mutually to weld with the vertical muscle in first cylinder.
4. assembled isolated footing according to claim 1, which is characterized in that the edge of the upper end of first cylinder With the third notch for accommodating the third built-in fitting, the depth of the third notch is determined according to the protective layer thickness of reinforcing bar, The third built-in fitting is welded and connected with the vertical muscle in first cylinder.
5. assembled isolated footing according to claim 1, which is characterized in that the edge of second cylinder lower end has There is the 4th notch for accommodating the 4th built-in fitting, the depth of the 4th notch is determined according to the protective layer thickness of reinforcing bar, institute The 4th built-in fitting is stated mutually to weld with the vertical muscle in second cylinder.
6. assembled isolated footing according to claim 1, which is characterized in that offer connection described the in the pedestal The first passage of one groove is filled with grouting material between first cylinder lower end surface and the support portion and in the first groove.
7. assembled isolated footing according to claim 1, which is characterized in that offer connection institute in first cylinder The second channel of the second groove is stated, between the lower end surface of second cylinder and the upper surface of first cylinder and the second groove In be filled with grouting material.
8. assembled isolated footing according to claim 1, which is characterized in that first built-in fitting, described second are in advance Embedded part, the third built-in fitting, the 4th built-in fitting, first steel plate and second steel plate are made of Q345 steel.
9. assembled isolated footing according to claim 1, which is characterized in that be provided on the side wall of first cylinder First hanging ring is provided with the second hanging ring on the side wall of second cylinder, third hanging ring is provided on the upper surface of the pedestal.
10. assembled isolated footing according to claim 1, which is characterized in that the upper surface of second cylinder opens up There is the 4th groove, the cross section of the groove is trapezoidal;Or the upper end of second cylinder is embedded with bolt, the head of the bolt Portion is located in second cylinder, and the upper surface of second cylinder is exposed in the end of the screw rod of the bolt;Or described second The upper end of cylinder is embedded with L-type steel muscle, and the L-type steel muscle is located in second cylinder in curved one end, the L-type steel muscle The other end expose the upper surface of second cylinder.
11. assembled isolated footing according to claim 1, which is characterized in that first built-in fitting be it is multiple, it is described Second built-in fitting be it is multiple, first steel plate is multiple, first steel plate, first built-in fitting and described second pre-buried Part is distributed in the surrounding of first cylinder and the support portion, the third built-in fitting be it is multiple, the 4th built-in fitting is It is multiple, second steel plate be it is multiple, second steel plate, the third built-in fitting and the 4th built-in fitting are distributed in described The surrounding of first cylinder and second cylinder, described in multiple first built-in fittings, multiple second built-in fittings and one First steel plate mutually welds, and multiple third built-in fittings, multiple 4th built-in fittings are mutually welded with second steel plate.
CN201822224262.2U 2018-12-27 2018-12-27 Assembled isolated footing Active CN209523213U (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110886230A (en) * 2019-12-13 2020-03-17 安徽文天信息科技有限公司 A high strength rapid Assembly type bridge strutting arrangement for construction
CN111379270A (en) * 2018-12-27 2020-07-07 北京京诚华宇建筑设计研究院有限公司 Assembly type independent foundation and assembly method

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111379270A (en) * 2018-12-27 2020-07-07 北京京诚华宇建筑设计研究院有限公司 Assembly type independent foundation and assembly method
CN110886230A (en) * 2019-12-13 2020-03-17 安徽文天信息科技有限公司 A high strength rapid Assembly type bridge strutting arrangement for construction
CN110886230B (en) * 2019-12-13 2021-05-07 江苏省交通工程集团有限公司 A high strength rapid Assembly type bridge strutting arrangement for construction

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