CN109972768A - A kind of assembling bearing wall body with steel structure construction process - Google Patents
A kind of assembling bearing wall body with steel structure construction process Download PDFInfo
- Publication number
- CN109972768A CN109972768A CN201910177159.3A CN201910177159A CN109972768A CN 109972768 A CN109972768 A CN 109972768A CN 201910177159 A CN201910177159 A CN 201910177159A CN 109972768 A CN109972768 A CN 109972768A
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- China
- Prior art keywords
- bearing wall
- rotation seat
- steel structure
- joggle beam
- wall body
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/58—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal
- E04B2/60—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal characterised by special cross-section of the elongated members
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/08—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring
Abstract
The invention belongs to technical field of buildings, especially a kind of assembling bearing wall body with steel structure construction process, it is lower for the construction efficiency of existing bearing wall, building method is more troublesome, and the technical problem of load-bearing capacity deficiency, now propose following scheme, this bearing wall includes two spandrel girders, two spandrel girders side close to each other is equipped with the same joggle beam, the spandrel girder includes two horizontally disposed first steelframes, and two the first steelframes positioned at joggle beam the same side are welded with the same positioning plate close to one end of joggle beam.The present invention has rational design, spandrel girder is erected at after side walls, joggle beam can be consolidated and be assembled between two spandrel girders, since joggle beam has the extension function of certain length, it can be good at adapting to the cutting and measurement error between two spandrel girders, it can be rapidly performed by in-site installation, have short time limit, feature at low cost, bearing wall body with steel structure is improved and set up efficiency.
Description
Technical field
The present invention relates to technical field of buildings more particularly to a kind of assembling bearing wall body with steel structure construction process.
Background technique
In recent years, steel building was largely used, it has the factorial production, in-site installation quick, efficiently etc.
Many advantages, but how to be connect building board with steel structure framework in steel building, be always in steel building compared with
Scabrous problem, it limits the development of assembled steel structure building.
But the construction efficiency of existing bearing wall is lower, building method is more troublesome, and load-bearing capacity is insufficient, therefore I
Propose a kind of assembling bearing wall body with steel structure construction process for solving the above problems.
Summary of the invention
Technical problems based on background technology, the invention proposes a kind of assembling bearing wall body with steel structure building sides
Method.
A kind of assembling bearing wall body with steel structure construction process proposed by the present invention, bearing wall include two load-bearing
Beam, two spandrel girders side close to each other are equipped with the same joggle beam, and the spandrel girder includes two horizontally disposed first
Steelframe, two the first steelframes positioned at joggle beam the same side are welded with the same positioning plate, the spelling close to one end of joggle beam
Connecing beam includes two horizontally disposed second steelframes, and two the second steelframe sides close to each other are slidably installed, and there are two vertical perpendicular
The outside sliding sleeve of straight locating rod, the locating rod is equipped with the first rotation seat, and two locating rod sides close to each other are welded
Be connected to the second rotation seat, second rotation seat is located at the lower section of the first rotation seat, positioned at side the first rotation seat and be located at
Same first draw bar is rotatably equipped on second rotation seat of the other side, positioned at the second rotation seat of side and positioned at another
Same second draw bar is rotatably equipped on first rotation seat of side, second draw bar is rotatably installed in the first draw bar
On, two positioning plates side quadrangle close to each other offers mounting hole, and activity is placed with positioning screw in the mounting hole,
The side quadrangle that two locating rods are located remotely from each other offers the first threaded hole compatible with positioning screw, the positioning screw
It is threadedly coupled with corresponding first threaded hole, the top side for second steelframe being located above in two the second steelframes offers two
A second threaded hole, the second threaded hole internal screw thread are equipped with reinforcing screw rod, the bottom end for reinforcing screw rod and the first rotation
The top side movable contact of seat；
Its construction process the following steps are included:
S1: two spandrel girders are separately fixed at two between the walls, the positioning screw on joggle beam is extracted from positioning plate
Out, then joggle beam is placed between two spandrel girders, is at this time reinserted positioning screw in corresponding mounting hole, turn
Positioning screw screws in positioning screw in corresponding first threaded hole；
S2: screw rod is reinforced in turn, so that the bottom end for reinforcing screw rod resists the first rotation seat and moves down it, two first turn
During dynamic seat moves down, locating rod is under the impetus of the first draw bar and the second draw bar gradually to being located remotely from each other
Direction it is mobile, when the first rotation seat and the second rotation seat resist positioning plate, stop turn and reinforce screw rod, turn positions spiral shell
Positioning screw is tightened in the first threaded hole by bar, and locating rod is close-coupled on positioning plate by positioning screw at this time, in turn
By the firm splicing of joggle beam between two spandrel girders, it is laid with concrete-pouring template in the outside of spandrel girder and joggle beam, so
Building concrete in backward template, so far entire bearing wall building is completed.
Preferably, two the first steelframe sides close to each other positioned at joggle beam the same side are welded with multiple be obliquely installed
Brace, the setting of brace improves the tensile strength and mechanical strength of spandrel girder.
Preferably, one end that two the first steelframes positioned at joggle beam the same side are located remotely from each other is welded with the same side plate,
The side quadrangle of side plate offers bolt pilot hole, and the bolt pilot hole on side plate facilitates and consolidates side plate by bolt when construction
It is scheduled on the wall or load-bearing pillar of two sides.
Preferably, two the second steelframes side close to each other is opened up there are two sliding slot, the top and bottom end of locating rod
It is welded with limit plate, limit plate is movably arranged in corresponding sliding slot, and the sliding slot is connected with corresponding second threaded hole,
Limit plate can limit the position of locating rod, and locating rod is avoided to be moved forward and backward.
Preferably, two the second steelframe sides close to each other are welded with multiple vertical support rods, support rod position
In side of first draw bar far from the second draw bar, multiple support rods can improve joggle beam as the skeleton of joggle beam
Tensile strength and mechanical strength.
Preferably, lubricating grease, the outer Slideslip company of first rotation seat and locating rod are marked on the outside of the locating rod
It connects, is slided up and down on the outside of locating rod convenient for the first rotation seat.
Preferably, side of the sliding slot far from the second steelframe center is opening setting, is marked with lubricating grease in the sliding slot,
The side of sliding slot is opening, convenient for limit plate to be assembled in sliding slot.
Preferably, the diameter of the aperture ratio positioning screw of the mounting hole is big, reduces between positioning screw and mounting hole
Frictional force enables positioning screw is smooth to penetrate in mounting hole.
Compared with prior art, the beneficial effects of the present invention are:
(1) by turn reinforce screw rod, reinforce screw rod rotation when the first rotation seat can be pushed to move down, the first draw bar and
It is rotatablely connected at the center of second draw bar, so when the first rotation seat moves down, two locating rods will be to being located remotely from each other
Direction is mobile, and locating rod is able to drive the first rotation seat and the second rotation seat and is bonded to each other with the positioning plate on spandrel girder, guarantees
The compactness connected between joggle beam and spandrel girder；
(2) by the way that the positioning screw on spandrel girder to be screwed into locating rod, and the first rotation seat is fitted closely with positioning plate,
Joggle beam can be bonded on two spandrel girders, vertically arranged multiple support rods effectively increase splicing on joggle beam
The tensile resistance and mechanical strength of beam, multiple braces being staggered effectively increase the load energy of spandrel girder on spandrel girder
Power, mechanical strength and tensile resistance；
(3) locating rod position has regulatory function on joggle beam, so that joggle beam has certain ductility, can reduce wall
The cutting times and welding times of steel when erection, and can be avoided to expand with heat and contract with cold and cause deformation of steel, and then improve steel construction
The erection efficiency of wall, concrete wall made of being poured as joggle beam and spandrel girder as inner skeleton have intensity of load
Greatly, the characteristics of high mechanical strength；
The present invention has rational design, and spandrel girder is erected at after side walls, can consolidate joggle beam and be assembled in two spandrel girders
Between, since joggle beam has the extension function of certain length, can be good at adapting to the cutting and survey between two spandrel girders
Error is measured, in-site installation can be rapidly performed by, has short time limit, feature at low cost, bearing wall body with steel structure is improved and sets up
Efficiency.
Detailed description of the invention
Fig. 1 is a kind of structural schematic diagram of assembling bearing wall body with steel structure proposed by the present invention；
Fig. 2 is a kind of structural schematic diagram of the part A of assembling bearing wall body with steel structure proposed by the present invention；
Fig. 3 is a kind of structural schematic diagram of the part B of assembling bearing wall body with steel structure proposed by the present invention.
In figure: 1 spandrel girder, 2 joggle beams, 3 first steelframes, 4 positioning plates, 5 second steelframes, 6 locating rods, 7 first rotation seats,
8 second rotation seats, 9 first draw bars, 10 second draw bars, 11 sliding slots, 12 limit plates, 13 second threaded holes, 14 reinforce screw rods,
15 mounting holes, 16 positioning screws, 17 first threaded holes, 18 support rods, 19 braces, 20 side plates.
Specific embodiment
Combined with specific embodiments below the present invention is made further to explain.
Embodiment
With reference to Fig. 1-3, a kind of assembling bearing wall body with steel structure construction process, bearing wall are proposed in the present embodiment
Including two spandrel girders 1, two spandrel girders 1 side close to each other is equipped with the same joggle beam 2, and spandrel girder 1 includes two water
First steelframe 3 of flat setting, two the first steelframes 3 positioned at 2 the same side of joggle beam are welded with close to one end of joggle beam 2 same
A positioning plate 4, joggle beam 2 include two horizontally disposed second steelframes 5, two the second steelframes 5 Slideslip close to each other
There are two vertical locating rod 6, the outside sliding sleeves of locating rod 6 to be equipped with the first rotation seat 7, two 6 phases of locating rod for installation
Mutually close side is welded with the second rotation seat 8, and the second rotation seat 8 is located at the lower section of the first rotation seat 7, positioned at the of side
One rotation seat 7 and it is rotatably equipped with same first draw bar 9 on the second rotation seat 8 of the other side, positioned at the of side
Two rotation seats 8 and same second draw bar 10, the second draw bar 10 are rotatably equipped on the first rotation seat 7 of the other side
It is rotatably installed on the first draw bar 9, two positioning plates 4 side quadrangle close to each other offers mounting hole 15, mounting hole
Activity is placed with positioning screw 16 in 15, and the side quadrangle that two locating rods 6 are located remotely from each other offers and 16 phase of positioning screw
First threaded hole 17 of adaptation, positioning screw 16 are threadedly coupled with corresponding first threaded hole 17, are located in two the second steelframes 5
The top side of one the second steelframe 5 of top is opened up there are two the second threaded hole 13, and 13 internal screw thread of the second threaded hole is equipped with reinforcing
Screw rod 14 reinforces the bottom end of screw rod 14 and the top side movable contact of the first rotation seat 7；
Its construction process the following steps are included:
S1: two spandrel girders 1 are separately fixed at two between the walls, by the positioning screw 16 on joggle beam 2 from positioning plate 4
It extracts, then joggle beam 2 is placed between two spandrel girders 1, positioning screw 16 is reinserted into corresponding installation at this time
In hole 15, turn positioning screw 16 screws in positioning screw 16 in corresponding first threaded hole 17；
S2: screw rod 14 is reinforced in turn, so that the bottom end for reinforcing screw rod 14 resists the first rotation seat 7 and moves down it, two
During first rotation seat 7 moves down, locating rod 6 under the impetus of the first draw bar 9 and the second draw bar 10 by
It gradually moves in the direction away from each other, when the first rotation seat 7 and the second rotation seat 8 resist positioning plate 4, stops turn and reinforce spiral shell
Positioning screw 16 is tightened in the first threaded hole 17 by bar 14, turn positioning screw 16, and locating rod 6 passes through positioning screw at this time
16 are close-coupled on positioning plate 4, and then by the firm splicing of joggle beam 2 between two spandrel girders 1, in spandrel girder 1 and splicing
The outside of beam 2 is laid with concrete-pouring template, then the building concrete into template, and so far entire bearing wall building is completed.
In the present embodiment, it is welded with and multiple inclines positioned at two the first steelframe 3 sides close to each other of 2 the same side of joggle beam
The brace 19 being tiltedly arranged, the setting of brace 19 improve the tensile strength and mechanical strength of spandrel girder 1.
In the present embodiment, one end that two the first steelframes 3 positioned at 2 the same side of joggle beam are located remotely from each other is welded with same
Side plate 20, the side quadrangle of side plate 20 offer bolt pilot hole, by side when the bolt pilot hole on side plate 20 facilitates construction
Plate 20 is bolted on the wall or load-bearing pillar of two sides.
In the present embodiment, two the second steelframe 5 sides close to each other are opened up there are two sliding slot 11, the top of locating rod 6
End and bottom end are welded with limit plate 12, and limit plate 12 is movably arranged in corresponding sliding slot 11, sliding slot 11 and corresponding second
Threaded hole 13 is connected, and limit plate 12 can limit the position of locating rod 6, and locating rod 6 is avoided to be moved forward and backward.
In the present embodiment, two the second steelframe 5 sides close to each other are welded with multiple vertical support rods 18, branch
Strut 18 is located at side of first draw bar 9 far from the second draw bar 10, and multiple support rods 18 can be as the bone of joggle beam 2
Frame improves the tensile strength and mechanical strength of joggle beam 2.
In the present embodiment, the outside of locating rod 6 is marked with lubricating grease, and the first rotation seat 7 and the outer Slideslip of locating rod 6 connect
It connects, is slided up and down convenient for the first rotation seat 7 in the outside of locating rod 6.
In the present embodiment, side of the sliding slot 11 far from 5 center of the second steelframe is opening setting, is marked with lubrication in sliding slot 11
Rouge, the side of sliding slot 11 are opening, convenient for limit plate 12 to be assembled in sliding slot 11.
In the present embodiment, the diameter of the aperture ratio positioning screw 16 of mounting hole 15 is big, reduces positioning screw 16 and mounting hole
Frictional force between 15 enables positioning screw 16 is smooth to penetrate in mounting hole 15.
In the present embodiment, when setting up the bearing wall body with steel structure, two spandrel girders 1 are horizontal erection, and are located at same
On one horizontal axis, one end that two spandrel girders 1 are located remotely from each other is separately fixed on the wall or load-bearing pillar of two sides in advance, and
And the space of concreting is reserved on the wall of two sides, the distance between two spandrel girders 1 are measured, which must be more than spelling
The 2-5cm of beam length is met, then extracts four positioning screws 16 on joggle beam 2 from the mounting hole 15 on positioning plate 4
Come, joggle beam 2 is placed between two spandrel girders 1, keeps joggle beam 2 to be in horizontality, by the position alignment of mounting hole 15
Then the position of first threaded hole 17 reinserts positioning screw 16 in corresponding mounting hole 15, turn positioning screw 16, will
One end of positioning screw 16 screws in corresponding first threaded hole 17, after eight positioning screws 16 are connected in locating rod 6,
Joggle beam 2 is connected on two spandrel girders 1 by positioning screw 16 at this time, joggle beam 2 will temporarily be connected to two spandrel girders 1 it
Between, so far, the installment work of the first step is completed；Screw rod 14 is reinforced in turn, is reinforced screw rod 14 and is rotated in the second threaded hole 13, makes
It reinforces screw rod 14 to decline in rotation, the bottom end for reinforcing screw rod 14 resists continuation turn reinforcing screw rod 14 after the first rotation seat 7, adds
Gu screw rod 14 pushes outside slide downward of first rotation seat 7 in locating rod 6, the process that two the first rotation seats 7 move down
The middle top for driving the first draw bar 9 and the top of the second draw bar 10 move down, since the second draw bar 10 is rotatablely connected
On the first draw bar 9, thus two locating rods 6 under the common impetus of the first draw bar 9 and the second draw bar 10 by
It gradually moves in the direction away from each other, so that locating rod 6 is gradually bonded to each other with the positioning plate 4 on spandrel girder 1；When the first rotation
When seat 7 and the second rotation seat 8 resist positioning plate 4 and be bonded to each other with positioning plate 4, stops turn and reinforce screw rod 14, turn is fixed
Position screw rod 16, positioning screw 16 rotates in the first threaded hole 17, so that positioning screw 16 is tightened in the first threaded hole 17, this
When locating rod 6 be close-coupled on positioning plate 4 by positioning screw 16, can be by the firm assembly of joggle beam 2 in two spandrel girders 1
Between, so far, the assembly working between spandrel girder 1 and joggle beam 2 is completed, and is then laid in the outside of spandrel girder 1 and joggle beam 2
Concrete-pouring template, then spandrel girder 1 and joggle beam 2, can be cast in concrete by the casting concrete into template, mix
Crossbeam, spandrel girder 1 and joggle beam 2 are formed after solidifying soil solidification by as the framework of steel reinforcement inside crossbeam, improve crossbeam load bearing stength
And load strength, so far entire bearing wall body with steel structure construction is completed；Since joggle beam 2 has the extension function of certain length,
It can be good at adapting to the cutting and measurement error between two spandrel girders 1, in-site installation can be rapidly performed by, have the duration
Feature short, at low cost improves bearing wall body with steel structure and sets up efficiency.
The foregoing is only a preferred embodiment of the present invention, but scope of protection of the present invention is not limited thereto,
Anyone skilled in the art in the technical scope disclosed by the present invention, according to the technique and scheme of the present invention and its
Inventive concept is subject to equivalent substitution or change, should be covered by the protection scope of the present invention.
Claims (8)
1. a kind of assembling bearing wall body with steel structure construction process, bearing wall includes two spandrel girders (1), two spandrel girders
(1) side close to each other is equipped with the same joggle beam (2), which is characterized in that the spandrel girder (1) includes two horizontally disposed
The first steelframe (3), two the first steelframes (3) for being located at joggle beam (2) the same side are welded with together close to the one end of joggle beam (2)
One positioning plate (4), the joggle beam (2) include two horizontally disposed second steelframes (5), and two the second steelframes (5) are mutual
Close side is slidably installed there are two vertical locating rod (6), and the outside sliding sleeve of the locating rod (6) is equipped with first
Rotation seat (7), two locating rod (6) sides close to each other are welded with the second rotation seat (8), second rotation seat (8)
Positioned at the lower section of the first rotation seat (7), on the first rotation seat (7) positioned at side and the second rotation seat (8) positioned at the other side
It is rotatably equipped with same first draw bar (9), positioned at the second rotation seat (8) of side and positioned at the first rotation seat of the other side
(7) same second draw bar (10) is rotatably equipped on, second draw bar (10) is rotatably installed in the first draw bar (9)
On, two positioning plate (4) side quadrangles close to each other offer mounting hole (15), and activity is placed in the mounting hole (15)
Have positioning screw (16), the side quadrangle that two locating rods (6) are located remotely from each other offers compatible with positioning screw (16)
First threaded hole (17), the positioning screw (16) are threadedly coupled with corresponding first threaded hole (17), two the second steelframes (5)
In the top side of second steelframe (5) that is located above open up that there are two the second threaded hole (13), second threaded holes (13)
Internal screw thread, which is equipped with, reinforces screw rod (14), the top side movable contact of the bottom end for reinforcing screw rod (14) and the first rotation seat (7)；
Its construction process the following steps are included:
S1: being separately fixed at two between the walls for two spandrel girders (1), by the positioning screw (16) on joggle beam (2) from calmly
It extracts, then joggle beam (2) is placed between two spandrel girders (1), again by positioning screw (16) at this time on position plate (4)
It is inserted into corresponding mounting hole (15), turn positioning screw (16), positioning screw (16) is screwed in into corresponding first threaded hole
(17) in；
S2: screw rod (14) are reinforced in turn, so that the bottom end for reinforcing screw rod (14) resists the first rotation seat (7) and makes it to moving down
Dynamic, during two the first rotation seats (7) move down, locating rod (6) is in the first draw bar (9) and the second draw bar (10)
Impetus under gradually move in the direction away from each other, when the first rotation seat (7) and the second rotation seat (8) resist positioning plate
(4) when, stop turn and reinforce screw rod (14), positioning screw (16) is tightened on the first threaded hole by turn positioning screw (16)
(17) in, locating rod (6) is close-coupled on positioning plate (4) by positioning screw (16) at this time, and then joggle beam (2) are firm
Splicing between two spandrel girders (1), the outside of spandrel girder (1) and joggle beam (2) laying concrete-pouring template, then to
Building concrete in template, so far entire bearing wall building is completed.
2. a kind of assembling bearing wall body with steel structure construction process according to claim 1, which is characterized in that be located at splicing
Two the first steelframe (3) sides close to each other of beam (2) the same side are welded with multiple braces (19) being obliquely installed.
3. a kind of assembling bearing wall body with steel structure construction process according to claim 1, which is characterized in that be located at splicing
One end that two first steelframes (3) of beam (2) the same side are located remotely from each other is welded with the same side plate (20), the side of side plate (20)
Quadrangle offers bolt pilot hole.
4. a kind of assembling bearing wall body with steel structure construction process according to claim 1, which is characterized in that two second
Steelframe (5) side close to each other is opened up there are two sliding slot (11), and the top and bottom end of locating rod (6) are welded with limit plate
(12), limit plate (12) is movably arranged in corresponding sliding slot (11), the sliding slot (11) and corresponding second threaded hole (13)
It is connected.
5. a kind of assembling bearing wall body with steel structure construction process according to claim 1, which is characterized in that two second
Steelframe (5) side close to each other is welded with multiple vertical support rods (18), and support rod (18) is located at the first draw bar
(9) far from the side of the second draw bar (10).
6. a kind of assembling bearing wall body with steel structure construction process according to claim 1, which is characterized in that the positioning
It is marked with lubricating grease on the outside of bar (6), is slidably connected on the outside of first rotation seat (7) and locating rod (6).
7. a kind of assembling bearing wall body with steel structure construction process according to claim 4, which is characterized in that the sliding slot
(11) side far from the second steelframe (5) center is opening setting, is marked with lubricating grease in the sliding slot (11).
8. a kind of assembling bearing wall body with steel structure construction process according to claim 1, which is characterized in that the installation
The diameter of the aperture ratio positioning screw (16) in hole (15) is big.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910177159.3A CN109972768B (en) | 2019-03-08 | 2019-03-08 | Construction method of assembled steel structure bearing wall |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910177159.3A CN109972768B (en) | 2019-03-08 | 2019-03-08 | Construction method of assembled steel structure bearing wall |
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| CN109972768B CN109972768B (en) | 2021-01-26 |
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| CN107700697A (en) * | 2017-09-27 | 2018-02-16 | 刘国红 | A kind of exterior wall prefabricated construction |
| CN107965068A (en) * | 2018-01-05 | 2018-04-27 | 沈阳建筑大学 | A kind of light gauge cold-formed steel shape assembled wall diagonal brace and keel frame connecting structure |
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