CN218581210U - Supporting member for prefabricated building - Google Patents
Supporting member for prefabricated building Download PDFInfo
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- CN218581210U CN218581210U CN202223079240.4U CN202223079240U CN218581210U CN 218581210 U CN218581210 U CN 218581210U CN 202223079240 U CN202223079240 U CN 202223079240U CN 218581210 U CN218581210 U CN 218581210U
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- supporting member
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Abstract
The utility model relates to a supporting member that can be used to assembly type structure relates to building engineering's technical field, including the bottom plate with install in the support frame of bottom plate, the support frame including fixed set up in the pole setting of bottom plate, fixed setting in the cushion of pole setting upper end. The cushion is contradicted in steel construction ground connecting piece so that the support frame provides steel construction ground connecting piece holding power to reduce steel construction ground connecting piece and exert the shearing force of junction between steel construction ground connecting piece and main part because of self gravity, from this, make this supporting member that can be used to the fabricated building can reduce the roof truss of steel construction and place the influence that the in-process received at construction site, in order to improve the stability of roof truss.
Description
Technical Field
The application relates to the technical field of building engineering, in particular to a supporting member for an assembly type building.
Background
Along with the development of green building concept, the building carries out the modularized assembly formula design for partial building module can prefabricate earlier in the mill, produces the dust in links such as the sand stirring is carried out in order to reduce the job site, thereby makes the required dust fall of job site reduce with the water spray in order to realize the effect of water conservation and energy saving.
Under the requirements of different design types, the roof trusses of modular steel structure buildings such as gymnasiums and museums are usually arranged in an arc shape. During construction, the arc-shaped steel structure roof truss is often required to be placed on a construction site. Referring to fig. 1, a conventional modular steel structure roof truss is mainly divided into a main body a which is substantially arc-shaped. The main body a is arranged in an arc shape so that one end of the main body a is suspended when the main body a is placed on a construction site. The steel structure ground connecting piece b used for being connected with the ground is usually installed at one end of the suspension, the self weight of the steel structure ground connecting piece b is large, so that the joint between the main body a and the steel structure ground connecting piece b can receive certain shearing force, and after the steel structure is placed for a period of time, the properties such as firmness of the joint between the main body a and the steel structure ground connecting piece b can be influenced.
SUMMERY OF THE UTILITY MODEL
In order to reduce the influence on the performance of the connection part of the main body and the steel structure ground connecting piece, the support member for the prefabricated building is provided.
The application provides a can be used to supporting member of prefabricated building adopts following technical scheme:
the supporting member comprises a bottom plate and a supporting frame arranged on the bottom plate, wherein the supporting frame comprises a vertical rod fixedly arranged on the bottom plate and a cushion block fixedly arranged at the upper end of the vertical rod.
Through adopting above-mentioned technical scheme, the cushion is contradicted in steel construction ground connecting piece so that the support frame offers steel construction ground connecting piece holding power to reduce steel construction ground connecting piece and exert the shearing force of junction between steel construction ground connecting piece and main part because of self gravity, from this, make this supporting member that can be used to assembly type structure can reduce the roof truss of steel construction and receive in the influence of placing of construction site, in order to improve the stability of roof truss.
Preferably, a stop lever is fixedly arranged on the cushion block, the axis of the stop lever is arranged along the vertical direction, and the stop lever is positioned at the end part of the cushion block.
Through adopting above-mentioned technical scheme, when this supporting member that can be used to assembly type structure is connected with the roof truss, the steel construction ground connecting piece of roof truss enters into the cushion from the one end that the pin was kept away from to the cushion on, the pin is contradicted in steel construction ground connecting piece's outer disc in order to restrict steel construction ground connecting piece and remove and break away from the cushion to make the support frame stable to steel construction ground connecting piece's support.
Preferably, the cushion block upper cover is provided with a positioning cover, and the stop lever is positioned in the positioning cover.
Through adopting above-mentioned technical scheme, when steel construction ground connecting piece was installed on the cushion, pin and steel construction ground connecting piece were located the position cover simultaneously, and the pin restriction steel construction ground connecting piece was close to pin one end to the cushion and is slided this moment, and the position cover restriction steel construction ground connecting piece towards keeping away from the pin direction and slide to improve steel construction ground connecting piece's installation stability.
Preferably, a raised head is fixedly arranged on the upper end face of the cushion block and protrudes upwards.
By adopting the technical scheme, when the supporting member for the prefabricated building is connected with the roof truss, the steel structure ground connecting piece of the roof truss enters the cushion block from one end of the cushion block, and the protruding part of the raised head is abutted against the lower end of the outer circular surface of the steel structure ground connecting piece to limit the steel structure ground connecting piece to continuously move on the cushion block, so that the supporting frame can stably support the steel structure ground connecting piece.
Preferably, the number of the raised heads is at least two, all the raised heads are distributed at intervals along the length direction of the cushion block, and an embedding groove is formed between every two adjacent raised heads.
Through adopting above-mentioned technical scheme, the steel construction ground connecting piece of roof truss imbeds in the caulking groove so that two plush copper symmetries that correspond contradict on steel construction ground connecting piece's excircle face to restriction steel construction ground connecting piece is relative two ascending removals in the direction, thereby further improve the support stability of support frame to steel construction ground connecting piece.
Preferably, the raised head is an angle steel.
By adopting the technical scheme, the angle steel is easy to obtain so as to facilitate the construction of the supporting member which can be used for the fabricated building.
Preferably, the number of the support frames is at least two, and all the support frames are distributed at intervals along the width direction of the cushion block.
Through adopting above-mentioned technical scheme, a plurality of support frames support in steel construction ground connecting piece excircle face simultaneously for this supporting member that can be used to the assembly type structure and steel construction ground connecting piece between area of contact increase reduce the pressure between support frame and the steel construction ground connecting piece, thereby reduce the damage that causes steel construction ground connecting piece.
Preferably, an inclined supporting rod fixedly connected with the lower end of the other vertical rod is fixedly arranged at the upper end of one vertical rod between two adjacent supporting frames.
Through adopting above-mentioned technical scheme, form the stability of triangle bearing structure in order to improve the pole setting installation between diagonal brace, pole setting and the bottom plate to make the support frame more stable to steel construction ground connecting piece.
Preferably, a flat stay bar fixedly connected with the other cushion block is fixedly arranged on one cushion block between two adjacent support frames.
Through adopting above-mentioned technical scheme, the both ends of flat vaulting pole respectively with two adjacent cushion fixed connection so that the distance between the cushion of two sets of adjacent support frames keeps stable to make the support of support frame to steel construction ground connecting piece more stable.
In summary, the present application includes at least one of the following beneficial technical effects:
1. the cushion block props against the steel structure ground connecting piece so that the support frame provides supporting force for the steel structure ground connecting piece, and therefore shearing force applied to the connecting position between the steel structure ground connecting piece and the main body by the steel structure ground connecting piece due to self gravity is reduced, and therefore the supporting member for the assembly type building can reduce influence on the steel structure roof truss in the placing process of a construction site, and stability of the roof truss is improved;
2. when the supporting member for the fabricated building is connected with a roof truss, the steel structure ground connecting piece of the roof truss enters the cushion block from one end, away from the stop lever, of the cushion block, and the stop lever abuts against the outer circular surface of the steel structure ground connecting piece to limit the steel structure ground connecting piece to move away from the cushion block, so that the supporting frame can stably support the steel structure ground connecting piece;
3. when the supporting member for the prefabricated building is connected with the roof truss, the steel structure ground connecting piece of the roof truss enters the cushion block from one end of the cushion block, and the protruding part of the protruding head is abutted against the lower end of the outer circular surface of the steel structure ground connecting piece to limit the steel structure ground connecting piece to continuously move on the cushion block, so that the supporting of the supporting frame on the steel structure ground connecting piece is stable.
Drawings
FIG. 1 is a schematic view of a prior art steel structural roof truss;
FIG. 2 is a schematic overall structure diagram of a first embodiment of the present application;
fig. 3 is a schematic overall structure diagram of a second embodiment of the present application.
In the figure, a, main body; b. a steel structure ground connection; 1. a base plate; 2. a support frame; 21. erecting a rod; 22. a cushion block; 23. a stop lever; 24. a raised head; 241. caulking grooves; 25. a positioning cover; 3. a diagonal brace; 4. and (4) a flat stay bar.
Detailed Description
The present application is described in further detail below with reference to figures 1-3.
The embodiment of the application discloses a supporting member for an assembly type building, which is used for supporting a steel structure ground connecting piece b of a roof truss. The steel structure ground connecting piece b is cylindrical, and the axis of the steel structure ground connecting piece b extends along the horizontal direction.
The first embodiment is as follows:
referring to fig. 2, a support member usable in a prefabricated building includes a base plate 1 and at least one set of support frames 2 installed at the base plate 1. Specifically, the supporting frame 2 includes an upright 21 fixedly disposed on the bottom plate 1, a cushion block 22 fixedly disposed on an upper end of the upright 21, and a stop lever 23 fixedly disposed on one end of the cushion block 22. Both the uprights 21 and the spacers 22 are made of working steel. The vertical rod 21 is arranged along the vertical direction, and the length direction of the stop block is arranged along the horizontal direction and is vertical to the axis direction of the steel structure ground connecting piece b. The upper end surface of the upright rod 21 is welded to the middle of the lower end surface of the cushion block 22. The stop lever 23 is made of angle steel, the axis of the angle steel is arranged along the vertical direction, and the lower end face of the angle steel is welded at one end of the upper end face of the cushion block 22.
At least one raised head 24 is fixedly arranged on the upper end surface of the cushion block 22, and the raised head 24 protrudes upwards. The nose 24 is made of angle steel, and the axial direction of the nose 24 is the same as that of the steel structure ground connecting piece b. When the number of the protrusions 24 is at least two, all the protrusions 24 are distributed at intervals along the length direction of the cushion block 22. A caulking groove 241 is formed between adjacent two bosses 24. The steel-structured ground connection member b is inserted into the insertion groove 241 so that the corresponding two protrusions 24 are symmetrically abutted against the outer circumferential surface of the steel-structured ground connection member b, thereby restricting the movement of the steel-structured ground connection member b in opposite two directions.
In order to improve the installation stability of the support frames 2, when the number of the support frames 2 is at least two, all the support frames 2 are distributed at intervals along the width direction of the cushion block 22. A plurality of support frames 2 support in the outer disc of steel construction ground connecting piece b simultaneously for the area of contact between this supporting member that can be used to assembly type structure and the steel construction ground connecting piece b increases in order to reduce the pressure between support frame 2 and the steel construction ground connecting piece b, thereby reduces the damage that causes steel construction ground connecting piece b.
Between two adjacent support frames 2, through flat vaulting pole 4 fixed connection between two cushion 22, through diagonal brace 3 fixed connection between two pole setting 21. The horizontal stay bar 4 is made of angle steel or I-steel, the length direction of the horizontal stay bar 4 is arranged along the horizontal direction, one end of the horizontal stay bar 4 in the length direction is fixedly connected with one cushion block 22, and the other end of the horizontal stay bar 4 is fixedly connected with the other cushion block. So that the distance between the cushion blocks 22 of two adjacent groups of support frames 2 is kept stable. The number of the inclined supporting rods 3 is two, one inclined supporting rod 3 is correspondingly arranged on each vertical rod 21, the connection point of the inclined supporting rod 3 and the vertical rod 21 is positioned above the vertical rod 21, and the connection point of the inclined supporting rod 3 and the other vertical rod 21 is positioned at the lower end of the other vertical rod 21. A triangular support structure is formed among the diagonal brace 3, the upright rod 21 and the bottom plate 1 so as to improve the installation stability of the upright rod 21.
The implementation principle of the first embodiment is as follows: the steel structure ground connecting piece b enters the cushion block 22 from one end, far away from the stop lever 23, of the cushion block 22, the lower end of the steel structure ground connecting piece b is embedded into the embedded groove 241, and at the moment, the cushion block 22 abuts against the lower end of the outer circular surface of the steel structure ground connecting piece b so that the support frame 2 provides supporting force for the steel structure ground connecting piece b, and therefore shearing force applied to the connecting position between the steel structure ground connecting piece b and the main body a by the steel structure ground connecting piece b due to self gravity is reduced.
The second embodiment:
the difference between the second embodiment and the first embodiment is:
referring to fig. 3, a positioning cover 25 is arranged on the cushion block 22 in a covering manner, and the positioning cover 25 is arranged in a shape like a letter '20866' to be provided with a positioning cavity, and two ends of the positioning cavity along the axis direction of the steel structure ground connecting piece b are opened. The stop lever 23 and the steel structure ground connector b are both located in the positioning cover 25. When the steel structure ground connecting piece b is installed on the cushion block 22, the stop lever 23 and the steel structure ground connecting piece b are simultaneously located in the positioning cover 25, at the moment, the stop lever 23 limits the steel structure ground connecting piece b to slide towards one end, close to the stop lever 23, of the cushion block 22, and the positioning cover 25 limits the steel structure ground connecting piece b to slide towards the direction away from the stop lever 23, so that the installation stability of the steel structure ground connecting piece b is improved.
The implementation principle of the second embodiment is as follows: the steel structure ground connecting piece b enters the cushion block 22 from one end, far away from the stop lever 23, of the cushion block 22 to enable the outer circular surface of the steel structure ground connecting piece b to be abutted, the lower end of the steel structure ground connecting piece b is embedded into the caulking groove 241, the cushion block 22 abuts against the lower end of the outer circular surface of the steel structure ground connecting piece b to enable the support frame 2 to provide supporting force for the steel structure ground connecting piece b, then the positioning cover 25 covers the cushion block 22 to enable the stop lever 23 and the steel structure ground connecting piece b to be located in the positioning cover 25, the positioning cover 25 further limits the sliding of the steel structure ground connecting piece b to improve the connection stability between the steel structure ground connecting piece b and the support frame 2, and therefore the shearing force of the joint between the steel structure ground connecting piece b and the main body a due to self gravity is more stably reduced.
The embodiments of the present disclosure are all preferred embodiments of the present disclosure, and the protection scope of the present disclosure is not limited thereby, wherein like parts are designated by like reference numerals. It should be noted that as used in the following description, the terms "front," "back," "left," "right," "upper" and "lower" refer to directions in the drawings, and the terms "inner" and "outer" refer to directions toward and away from, respectively, the geometric center of a particular component. Therefore, the method comprises the following steps: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (9)
1. The supporting component for the fabricated building is characterized by comprising a bottom plate (1) and a supporting frame (2) installed on the bottom plate (1), wherein the supporting frame (2) comprises a vertical rod (21) fixedly arranged on the bottom plate (1) and a cushion block (22) fixedly arranged at the upper end of the vertical rod (21).
2. The supporting member for prefabricated buildings according to claim 1, wherein a stop lever (23) is fixedly arranged on the spacer block (22), the axis of the stop lever (23) is arranged along the vertical direction, and the stop lever (23) is positioned at the end part of the spacer block (22).
3. The supporting member for prefabricated buildings according to claim 2, wherein the spacer (22) is covered with a positioning cover (25), and the stop lever (23) is positioned in the positioning cover (25).
4. The supporting structure for prefabricated buildings as claimed in claim 1, wherein a boss (24) is fixedly provided on the upper end surface of the pad block (22), and the boss (24) is upwardly protruded.
5. The supporting structure for the prefabricated building as claimed in claim 4, wherein the number of the bosses (24) is at least two, all the bosses (24) are spaced apart along the length direction of the head block (22), and a caulking groove (241) is formed between adjacent bosses (24).
6. A support element for a fabricated building according to claim 5, in which the nose (24) is an angle iron.
7. The supporting member for prefabricated buildings according to any one of claims 1 to 6, wherein the number of the supporting frames (2) is at least two groups, and all the supporting frames (2) are spaced apart along the width direction of the spacer block (22).
8. The supporting structure for prefabricated buildings according to claim 7, wherein between two adjacent supporting frames (2), the upper end of one vertical rod (21) is fixedly provided with a diagonal supporting rod (3) fixedly connected with the lower end of the other vertical rod (21).
9. The supporting member for the prefabricated building as claimed in claim 7, wherein between two adjacent supporting frames (2), a flat supporting rod (4) fixedly connected with the other supporting frame (22) is fixedly arranged on one supporting frame (22).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202223079240.4U CN218581210U (en) | 2022-11-18 | 2022-11-18 | Supporting member for prefabricated building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202223079240.4U CN218581210U (en) | 2022-11-18 | 2022-11-18 | Supporting member for prefabricated building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218581210U true CN218581210U (en) | 2023-03-07 |
Family
ID=85377948
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202223079240.4U Active CN218581210U (en) | 2022-11-18 | 2022-11-18 | Supporting member for prefabricated building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218581210U (en) |
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2022
- 2022-11-18 CN CN202223079240.4U patent/CN218581210U/en active Active
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