CN216041885U - Assembly structure for building site - Google Patents
Assembly structure for building site Download PDFInfo
- Publication number
- CN216041885U CN216041885U CN202120866950.8U CN202120866950U CN216041885U CN 216041885 U CN216041885 U CN 216041885U CN 202120866950 U CN202120866950 U CN 202120866950U CN 216041885 U CN216041885 U CN 216041885U
- Authority
- CN
- China
- Prior art keywords
- wall body
- wallboard
- steel
- reinforcing bar
- crossbeam
- 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.)
- Expired - Fee Related
Links
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 71
- 239000010959 steel Substances 0.000 claims abstract description 71
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 31
- 238000010276 construction Methods 0.000 claims abstract description 14
- 238000007711 solidification Methods 0.000 claims abstract description 6
- 230000008023 solidification Effects 0.000 claims abstract description 6
- 230000002787 reinforcement Effects 0.000 claims description 3
- 238000010030 laminating Methods 0.000 abstract description 4
- 230000002035 prolonged effect Effects 0.000 abstract description 4
- 238000005728 strengthening Methods 0.000 abstract description 2
- 238000000034 method Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 2
- 238000010008 shearing Methods 0.000 description 2
- 238000010521 absorption reaction Methods 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000014509 gene expression Effects 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Images
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model discloses an assembly structure for a construction site, which comprises a first wall body, a second wall body and a foundation, wherein the first wall body and the second wall body respectively comprise a first wallboard and a second wallboard, and a first steel plate and a second steel plate are respectively arranged on one side of the first wallboard and one side of the second wallboard. This assembly structure for building site is circular through the structure that sets up the crossbeam reinforcing bar, make the snap ring pass through the recess and the crossbeam reinforcing bar laminating each other inseparabler, thereby make crossbeam reinforcing bar and No. two walls bodies, a wall body is connected inseparabler each other, prevent to receive external effort wall body and take place the fracture, can strengthen the stability between the wall body, constitute the rectangle structure with the connecting rod through setting up shockproof reinforcing bar, and set up inside the ground, can strengthen the strengthening rib layer, concrete layer, the solidification crossbeam, the steadiness each other of ground basic unit, thereby strengthen the anti ability of falling of ground, and service life is prolonged.
Description
Technical Field
The utility model relates to the technical field of constructional engineering, in particular to an assembly structure for a construction site.
Background
With the advance of the urbanization process in China, the building industry is rapidly developed and has become the strut industry of the national economy of China, the building structure is a framework structure which is formed by building components such as plates, beams, columns, walls, foundations and the like, has a certain space function and can safely bear various normal load effects of buildings, the plates are planar components which directly bear loads in the building structure, have larger plane size but relatively smaller thickness and belong to flexural components, the load is transmitted to the beams or the walls through the plates, the beams generally refer to linear components which bear the loads vertical to the longitudinal axis direction of the beams, the supporting components between the plates and the columns belong to the flexural components, the loads transmitted by the plates are borne and transmitted to the columns, the columns and the walls are bearing components which bear the axial pressure in the building structure, the columns are linear components which bear the loads parallel to the longitudinal axis direction of the columns, and the section size is smaller than the height, the wall is mainly a vertical member bearing loads in the direction parallel to the wall, belongs to a compression member, and transmits the loads to a foundation, and sometimes bears bending moment and shearing force, and the foundation is a structural member of the part below the ground and transmits upper structural loads transmitted by a column, the wall and the like to a foundation.
The existing fabricated building is designed in the aspect of shock absorption, a corner shearing wall is generally adopted, and some fabricated buildings can not adjust the width of the wall body of the assembled component according to actual requirements, so that the building efficiency is not high, the structure can generate permanent deformation when an earthquake occurs, the stability is poor, the house is easy to collapse, and the service life of the house is shortened.
SUMMERY OF THE UTILITY MODEL
Utility model purpose: the utility model aims to solve the defects in the prior art and provides an assembly structure for a construction site.
The technical scheme is as follows: the utility model relates to an assembly structure for a construction site, which comprises a first wall body, a second wall body and a foundation, wherein the first wall body and the second wall body respectively comprise a first wallboard and a second wallboard, one side of the first wallboard and one side of the second wallboard are respectively provided with a first steel plate and a second steel plate, a plurality of connecting plates are fixedly connected between one sides of the first wallboard and the second wallboard, the top end of the connecting plate is provided with a beam steel bar, the top end of the beam steel bar is provided with a snap ring, the interior of the snap ring is provided with a second thread groove, and one side of the snap ring is provided with a second bolt, the top end of the foundation is fixedly connected with a third steel plate, the bottom end of the third steel plate is provided with a reinforcing rib layer, and the bottom of the reinforcing rib layer is provided with a concrete layer, the bottom of the concrete layer is provided with a curing beam, and the bottom of the curing beam is provided with a foundation layer.
The utility model has the further improvement that one side of the first steel plate is provided with a first bolt, the other end of the first bolt is in threaded connection with a nut, the first steel plate is positioned between the first bolt and a first wallboard, the second steel plate is positioned between the nut and a second wallboard, and the foundation is positioned at the bottom ends of the first wall and the second wall.
The utility model is further improved in that the first bolt sequentially penetrates through the interiors of the first steel plate, the first wallboard, the second wallboard and the second steel plate to form threaded connection with the first nut, and the first wallboard and the second wallboard are respectively in a symmetrical structure with the central axis of the first wall body and the central axis of the second wall body.
The utility model has the further improvement that a plurality of steel bars are arranged inside the foundation, shockproof steel bars are arranged inside the foundation, and one side of each shockproof steel bar is welded with a connecting rod.
The utility model has the further improvement that the shockproof steel bars and the connecting rods form a rectangular structure, and 2 shockproof steel bars and 2 connecting rods are respectively arranged.
The utility model is further improved in that the steel bars pass through the reinforcing rib layer, the concrete layer and the curing beam and extend to the inside of the foundation layer, the inner structures of the second wall body and the first wall body are the same, one end of the second wall body and one end of the first wall body form a 90-degree right-angle connection, the beam steel bars are of a circular structure, the beam steel bars are respectively inserted into the first wall body and the second wall body, and the top ends of the third steel plates are in welded connection with the bottom ends of the first wall body and the second wall body.
The utility model has the further improvement that a plurality of grooves are arranged in the middle of the connecting plate, and a first thread groove is formed in the connecting plate.
The utility model is further improved in that the other end of the second bolt sequentially penetrates through the inside of the second thread groove to form threaded connection with the first thread groove.
Compared with the prior art, the assembly structure for the construction site provided by the utility model at least realizes the following beneficial effects: the structure through setting up the crossbeam reinforcing bar is circular, make the snap ring pass through the recess and the crossbeam reinforcing bar inseparabler of laminating each other, thereby make crossbeam reinforcing bar and No. two wall bodies, a wall body is connected inseparabler each other, prevent to receive external effort wall body fracture, can strengthen the stability between the wall body, constitute the rectangle structure through setting up shockproof reinforcing bar and connecting rod, and set up inside the ground, can strengthen the strengthening rib layer, the concrete layer, the solidification crossbeam, the mutual steadiness of ground basic unit, thereby strengthen the anti ability of falling of ground, the life in house is prolonged.
Through adjusting the distance between a bolt and the nut to adjust the distance between wallboard, No. two wallboards, can freely adjust the width between the wall body, can be suitable for the building demand of different grade type, improve the building efficiency.
Of course, it is not specifically necessary for any one product that implements the utility model to achieve all of the above-described technical effects simultaneously.
Other features of the present invention and advantages thereof will become apparent from the following detailed description of exemplary embodiments thereof, which proceeds with reference to the accompanying drawings.
Drawings
The accompanying drawings, which are incorporated in and constitute a part of this specification, illustrate embodiments of the utility model and together with the description, serve to explain the principles of the utility model.
FIG. 1 is a schematic top view of the present invention;
FIG. 2 is a schematic perspective view of the present invention;
FIG. 3 is a schematic view of the internal structure of the foundation of the present invention;
fig. 4 is a schematic view of a partial structure of the beam reinforcement of the present invention.
Wherein, 1-wall body I; 101-wall panel number one; 102-wallboard number two; 2-wall body II; 3-foundation; 4-steel plate No. one; 5-bolt number one; 6-steel plate II; 7-a screw cap; 8-connecting plates; 801-first thread groove; 802-grooves; 9-a snap ring; 901-second thread groove; 10-bolt number two; 11-beam steel bars; 12-steel plate No. three; 13-a reinforcing rib layer; 14-a concrete layer; 15-curing the beam; 16-a ground layer; 17-shockproof reinforcing steel bars; 18-a connecting rod; 19-reinforcing steel bars.
Detailed Description
Various exemplary embodiments of the present invention will now be described in detail with reference to the accompanying drawings. It should be noted that: the relative arrangement of the components and steps, the numerical expressions and numerical values set forth in these embodiments do not limit the scope of the present invention unless specifically stated otherwise.
The following description of at least one exemplary embodiment is merely illustrative in nature and is in no way intended to limit the utility model, its application, or uses.
Techniques, methods, and apparatus known to those of ordinary skill in the relevant art may not be discussed in detail but are intended to be part of the specification where appropriate.
In all examples shown and discussed herein, any particular value should be construed as merely illustrative, and not limiting. Thus, other examples of the exemplary embodiments may have different values.
It should be noted that: like reference numbers and letters refer to like items in the following figures, and thus, once an item is defined in one figure, further discussion thereof is not required in subsequent figures.
An assembly structure for a construction site comprises a first wall body 1, a second wall body 2 and a foundation 3, wherein the first wall body 1 and the second wall body 2 respectively comprise a first wall plate 101 and a second wall plate 102, one side of the first wall plate 101 and one side of the second wall plate 102 are respectively provided with a first steel plate 4 and a second steel plate 6, one side of the first steel plate 4 is provided with a first bolt 5, the other end of the first bolt 5 is in threaded connection with a nut 7, the first steel plate 4 is positioned between the first bolt 5 and the first wall plate 101, the second steel plate 6 is positioned between the nut 7 and the second wall plate 102, the foundation 3 is positioned at the bottom ends of the first wall body 1 and the second wall body 2, and the first bolt 5 sequentially penetrates through the first steel plate 4, the first wall plate 101, the second wall plate 102 and the second steel plate 6 to form threaded connection with the nut 7, so that the first wall plate 101 and the second wall plate 102 can be conveniently fixed, thereby increasing the contact area of the first steel plate 4 and the second steel plate 6 to the first wallboard 101 and the second wallboard 102, increasing the stress area, and improving the connection stability of the first wallboard 101 and the second wallboard 102, the first bolt 5 sequentially penetrates through the interiors of the first steel plate 4, the first wallboard 101, the second wallboard 102 and the second steel plate 6 to form threaded connection with the first nut 7, the first wallboard 101 and the second wallboard 102 respectively have a symmetrical structure with the central axis of the first wall body 1 and the second wall body 2, the distance between the first bolt 5 and the first nut 7 is convenient to adjust the distance between the first wallboard 101 and the second wallboard 102 by adjusting the distance between the first bolt 5 and the second nut 7, the width between the wall bodies can be freely changed, the building efficiency can be improved, a plurality of connecting plates 8 are fixedly connected between one side of the first wallboard 101 and one side of the second wallboard 102, a plurality of grooves 802 are arranged in the middle of the connecting plates 8, and the connecting plate 8 is internally provided with a first thread groove 801, the other end of the second bolt 10 sequentially penetrates through the inside of a second thread groove 901 to form threaded connection with the first thread groove 801, so that the beam steel bar 11 is fixed inside the second wall body 2 and the first wall body 1, the stability between the wall bodies can be enhanced, the anti-seismic effect is improved, the top end of the connecting plate 8 is provided with the beam steel bar 11, the top end of the beam steel bar 11 is provided with a snap ring 9, the inside of the snap ring 9 is provided with the second thread groove 901, one side of the snap ring 9 is provided with the second bolt 10, the top end of the foundation 3 is fixedly connected with a third steel plate 12, the bottom end of the third steel plate 12 is provided with a reinforcing rib layer 13, the bottom end of the reinforcing rib layer 13 is provided with a concrete layer 14, the bottom end of the concrete layer 14 is provided with a curing beam 15, the bottom end of the curing beam 15 is provided with a foundation layer 16, the inside of the foundation 3 is provided with a plurality of steel bars 19, and the interior of the foundation 3 is provided with shockproof steel bars 17, one side of each shockproof steel bar 17 is welded with a connecting rod 18, the shockproof steel bars 17 and the connecting rods 18 form a rectangular structure, 2 shockproof steel bars 17 and 2 connecting rods 18 are respectively arranged, the stability among the reinforcing bar layer 13, the concrete layer 14, the curing beam 15 and the foundation layer 16 can be enhanced, so that the anti-tipping capability of the foundation 3 is enhanced, the service life of the house is prolonged, the steel bars 19 penetrate through the reinforcing bar layer 13, the concrete layer 14 and the curing beam 15 and extend into the foundation layer 16, the interior structure of the first wall body 2 is the same as that of the second wall body 1, so that the first wall body 1 and the second wall body 2 can be freely moved and combined, the application is more convenient, one end of the second wall body 2 is connected with one end of the first wall body 1 at a 90-degree angle, the beam steel bars 11 are in a circular structure, and the beam steel bars 11 are respectively inserted into the interior of the first wall body 1 and the second wall body 2, no. three steel sheet 12's top and wall body 1, No. two wall body 2 bottoms constitute welded connection, make snap ring 9 pass through recess 802 and crossbeam reinforcing bar 11 inseparabler of laminating each other, thereby make crossbeam reinforcing bar 11 and No. two wall bodies 2, wall body 1 connects inseparabler each other, prevent to receive external effort wall body fracture, can strengthen the stability between the wall body, it is convenient for fix the wall body to set up crossbeam reinforcing bar 11, make between the wall body more stable, improve antidetonation stability, through setting up No. three steel sheet 12, make wall body 1 and No. two wall bodies 2 fixed on the top of ground 3, thereby make a wallboard 101 and No. two wallboard 102 more firm each other, improve antidetonation stability.
According to the embodiment, the assembling structure for the construction site provided by the utility model at least has the following beneficial effects: structure through setting up crossbeam reinforcing bar 11 is circular, make snap ring 9 pass through recess 802 and crossbeam reinforcing bar 11 inseparabler of laminating each other, thereby make crossbeam reinforcing bar 11 and No. two walls 2, wall body 1 is connected inseparabler each other, prevent to receive external effort wall body fracture, can strengthen the stability between the wall body, constitute the rectangle structure through setting up shockproof reinforcing bar 17 and connecting rod 18, and set up inside foundation 3, can strengthen reinforcing bar layer 13, concrete layer 14, solidification crossbeam 15, 16 steadiness each other of ground basic unit, thereby strengthen foundation 3's anti-toppling ability, and service life is prolonged.
The working principle is as follows: during operation, the foundation 3 is placed in a place needing to be built by using machinery, the position is fixed, after all work preparation is finished, the first wallboard 101 and the second wallboard 102 are taken and placed, then the first bolt 5 sequentially penetrates through the interiors of the first steel plate 4, the first wallboard 101, the second wallboard 102 and the second steel plate 6 to be in threaded connection with the first nut 7, the distance between the first bolt 5 and the nut 7 is adjusted according to actual requirements, then the width between the first wallboard 101 and the second wallboard 102 is adjusted, after the position is adjusted, the first wallboard 101 and the second wallboard 102 are fixed by screwing the first bolt 5 and the nut 7, then the beam steel bar 11 is taken and placed in the groove 802, the placement position is adjusted, the snap ring 9 is taken and placed at the upper end of the beam steel bar 11, the second bolt 10 is screwed, make No. two bolt 10 through No. two thread groove 901 inside and extend to the inside of a thread groove 801 and carry out threaded connection, make crossbeam reinforcing bar 11 fixed in the inside of No. two wall bodies 2 and a wall body 1, install No. two wall bodies 2 according to same method, make one side of No. two wall bodies 2 and one side of a wall body 1 constitute the corner and be connected, then No. two wall bodies 2 and a wall body 1 welding are in the inside of ground 3, can pour into appropriate amount concrete mixing liquid into No. two wall bodies 2 and a wall body 1, wait for to solidify can.
Although some specific embodiments of the present invention have been described in detail by way of examples, it should be understood by those skilled in the art that the above examples are for illustrative purposes only and are not intended to limit the scope of the present invention. It will be appreciated by those skilled in the art that modifications may be made to the above embodiments without departing from the scope and spirit of the utility model. The scope of the utility model is defined by the appended claims.
Claims (8)
1. The utility model provides an assembly structure for building site, includes a wall body (1), No. two wall bodies (2), ground (3), its characterized in that: the interior of the first wall body (1) and the second wall body (2) respectively comprises a first wallboard (101) and a second wallboard (102), one side of the first wallboard (101) and one side of the second wallboard (102) are respectively provided with a first steel plate (4) and a second steel plate (6), a plurality of connecting plates (8) are fixedly connected between one sides of the first wallboard (101) and the second wallboard (102), the top ends of the connecting plates (8) are provided with beam reinforcements (11), the top ends of the beam reinforcements (11) are provided with clamping rings (9), second thread grooves (901) are formed in the clamping rings (9), one sides of the clamping rings (9) are provided with second bolts (10), the top ends of the foundations (3) are fixedly connected with third steel plates (12), the bottom ends of the third steel plates (12) are provided with reinforcing rib layers (13), and the bottom ends of the reinforcing rib layers (13) are provided with concrete layers (14), the bottom of concrete layer (14) is provided with solidification crossbeam (15), and the bottom of solidification crossbeam (15) is provided with basement layer (16).
2. The assembling structure for construction site according to claim 1, wherein: one side of a steel sheet (4) is provided with bolt (5) No. one, and the other end threaded connection of bolt (5) has nut (7), a steel sheet (4) are located between bolt (5) and wallboard (101), No. two steel sheets (6) are located between nut (7) and wallboard (102) No. two, ground (3) are located the bottom of wall body (1), wall body (2) No. two.
3. The assembling structure for construction site according to claim 2, wherein: a bolt (5) passes the inside of a steel sheet (4), a wallboard (101), No. two wallboards (102), No. two steel sheets (6) in proper order and constitutes threaded connection with nut (7), wallboard (101) and No. two wallboard (102) are the symmetrical structure with the axis of a wall body (1), No. two wall bodies (2) respectively.
4. The assembling structure for construction site according to claim 1, wherein: the anti-seismic foundation is characterized in that a plurality of steel bars (19) are arranged inside the foundation (3), anti-seismic steel bars (17) are arranged inside the foundation (3), and connecting rods (18) are welded on one sides of the anti-seismic steel bars (17).
5. The assembling structure for construction site according to claim 4, wherein: the shockproof steel bars (17) and the connecting rods (18) form a rectangular structure, and the number of the shockproof steel bars (17) and the number of the connecting rods (18) are respectively 2.
6. The assembling structure for construction site according to claim 4, wherein: reinforcing bar (19) pass inside that reinforcing bar layer (13), concrete layer (14), solidification crossbeam (15) extend to foundation layer (16), No. two wall bodies (2) are the same with the inner structure of a wall body (1), and the one end of No. two wall bodies (2) constitutes 90 right angles with the one end of a wall body (1) and is connected, crossbeam reinforcing bar (11) are circular structure, and crossbeam reinforcing bar (11) alternate respectively in the inside of a wall body (1) and No. two wall bodies (2), the top and a wall body (1), No. two wall body (2) bottom of No. three steel sheets (12) constitute welded connection.
7. The assembling structure for construction site according to claim 1, wherein: a plurality of grooves (802) are formed in the middle of the connecting plate (8), and a first thread groove (801) is formed in the connecting plate (8).
8. The assembling structure for construction site according to claim 1, wherein: the other end of the second bolt (10) sequentially penetrates through the interior of the second thread groove (901) to form threaded connection with the first thread groove (801).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202120866950.8U CN216041885U (en) | 2021-04-26 | 2021-04-26 | Assembly structure for building site |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202120866950.8U CN216041885U (en) | 2021-04-26 | 2021-04-26 | Assembly structure for building site |
Publications (1)
Publication Number | Publication Date |
---|---|
CN216041885U true CN216041885U (en) | 2022-03-15 |
Family
ID=80613944
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN202120866950.8U Expired - Fee Related CN216041885U (en) | 2021-04-26 | 2021-04-26 | Assembly structure for building site |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN216041885U (en) |
-
2021
- 2021-04-26 CN CN202120866950.8U patent/CN216041885U/en not_active Expired - Fee Related
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN202544241U (en) | Irregular steel pipe concrete column with limiting pulling rod | |
CN108316477B (en) | Node connecting structure in flat steel tube concrete column and section steel beam and construction method | |
CN109667354B (en) | Vertical energy dissipation seam connecting device of assembled shear force wall | |
CN107989180B (en) | Eccentric supporting frame | |
CN109914244B (en) | Weak bracket system suitable for high-tower reinforced concrete combined beam steel structure installation and bottom and top plate concrete pouring and operation method thereof | |
CN109853849B (en) | Embedded column base joint with profile steel short beam and construction method thereof | |
CN207244899U (en) | A kind of horizontal corrugated steel shear wall | |
CN216041885U (en) | Assembly structure for building site | |
CN201627386U (en) | Main machine hall structure for large thermal power plant | |
CN210976063U (en) | Combined type continuous collapse prevention steel frame | |
CN110725402B (en) | Multi-cavity combined shear wall and H-shaped steel beam assembled node and construction method thereof | |
CN108204039A (en) | A kind of assembled architecture truss structure | |
CN207905104U (en) | A kind of assembled architecture truss structure | |
CN201671227U (en) | SRC column with diagonally arranged cross steels with flanges | |
CN211113725U (en) | Construction elevator foundation based on basement structure | |
CN211841939U (en) | Adjustable assembly type double-side storage rack for vertical PC components | |
CN109914613B (en) | Partition through type node assembly, partition through type beam column node and building | |
CN213898250U (en) | Building structure reinforcing and connecting device | |
CN213449162U (en) | Steel structure bearing column for civil construction | |
CN112982729B (en) | Modularized concrete-filled steel tube multidimensional energy dissipation wall with uniformly distributed stress under earthquake | |
CN219365492U (en) | Temporary fixing device for partition wall | |
CN220285403U (en) | Special-shaped column node core area shear strengthening structure | |
CN216787928U (en) | Supporting system for assembling precast concrete | |
CN219471349U (en) | Precast beam and superposed beam | |
CN218814311U (en) | Super high-rise building structure with strong outer frame |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20220315 |
|
CF01 | Termination of patent right due to non-payment of annual fee |