CN109610795A - A kind of construction method of back taper bodily form building - Google Patents
A kind of construction method of back taper bodily form building Download PDFInfo
- Publication number
- CN109610795A CN109610795A CN201811637525.0A CN201811637525A CN109610795A CN 109610795 A CN109610795 A CN 109610795A CN 201811637525 A CN201811637525 A CN 201811637525A CN 109610795 A CN109610795 A CN 109610795A
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- China
- Prior art keywords
- building
- support frame
- full hall
- back taper
- bodily form
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Classifications
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- 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
- E04G1/00—Scaffolds primarily resting on the ground
- E04G1/02—Scaffolds primarily resting on the ground composed essentially of members elongated in one dimension only, e.g. poles, lattice masts, with or without end portions of special form, connected together by any means
- E04G1/04—Scaffolds primarily resting on the ground composed essentially of members elongated in one dimension only, e.g. poles, lattice masts, with or without end portions of special form, connected together by any means the members being exclusively poles, rods, beams, or other members of similar form and simple cross-section
- E04G1/06—Scaffolds primarily resting on the ground composed essentially of members elongated in one dimension only, e.g. poles, lattice masts, with or without end portions of special form, connected together by any means the members being exclusively poles, rods, beams, or other members of similar form and simple cross-section comprising members with rod-like or tubular portions fitting together end to end, with or without separate connecting pieces
-
- 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
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/16—Struts or stiffening rods, e.g. diagonal rods
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The present invention relates to a kind of construction methods of back taper bodily form building, including building the full hall support frame of preemphasis post holes on the ground, in batter post hole inner wall installation template, embedded steel tube, casting concrete are set in batter post hole make building support column, structure trunk forming, after sprinkling maintenance appropriate time, full hall support frame and template are removed, back taper bodily form building is obtained.Using the present invention technical solution, by the way that embedded steel tube is arranged within reserved batter post hole and flat-topped ridge hole, increase the structural strength and bearing capacity of the building support column of castable, the structure remained stable for making building, ensure that building using safe, furthermore, corresponding template is used to support by the way that scissors strut A and scissors strut B is arranged, make template posture keep stablizing, improves the build quality and precision of building, improve economic benefit and social benefit.
Description
Technical field
The invention belongs to technical field of buildings more particularly to a kind of construction methods of back taper bodily form building.
Background technique
With advances in technology, nowadays, all kinds of building shapes are increasingly unique, increase appearance to people's lives and add coloured silk, however,
The construction of these buildings with Complex Different Shape construction, since figure is larger, difficulty of construction is big, construction quality and construction precision
It is required that also higher, the requirement for the safety precautions taken in the construction process is also very high, appropriate therefore, it is necessary to select
Construction method is constructed to guarantee construction quality and working security requirement.For example, shape is the stadium of back taper in one
The construction in shop, since the building shape is small top and big bottom back taper, not only support protective frame is difficult to set up, and is applying
It to prevent concrete from falling off in work process of construction as far as possible or support construction collapses accordingly, therefore, for the peace in work progress
Full safeguard requires high.
Summary of the invention
In order to solve the above technical problems, the present invention provides a kind of construction methods of back taper bodily form building.
The present invention provides a kind of construction methods of back taper bodily form building, comprising the following steps:
Step 1: building full hall support frame using several steel pipes on the ground, and the full hall support frame is on the ground
Be projected as closed ring structure, reserve multiple batter post holes within the full hall support frame, the batter post hole both ends respectively with it is described
Full hall top surface of support frame, ground connection, and the batter post hole is intersected with ground inclination；
Step 2: muti-piece template is installed on the batter post hole inner wall described in step 1；
Step 3: more embedded steel tubes are provided, one end of embedded steel tube is mounted on the Man Tangzhi by right-angle coupler
On support, go deep into the other end of embedded steel tube along vertical direction within the batter post hole；
Step 4: along the full hall support frame inner surface casting concrete, after concrete setting forming, in institute
It states and obtains structure trunk within full hall support frame, Xiang Suoshu muti-piece template surrounds casting concrete within the space formed, to
After concrete setting forming, building support column is obtained within the batter post hole, and be embedded in the embedded steel tube
Within the building support column；
Step 5: the structure trunk described in step 3 and building support column surface sprinkling maintenance appropriate time respectively
Later, full hall support frame and template are removed, back taper bodily form building is obtained.
Steel pipe specification described in step 1 are as follows: outer diameter × wall thickness=Φ 48mm × 2.6mm.
Full hall support frame is built using several steel pipes described in step 1, wherein the steel pipe conduct being arranged in a vertical direction
Upright bar, is arranged in the horizontal direction and the steel pipe that intersect with the batter post hole is as horizon bar, arrange in the horizontal direction and with
For the parallel steel pipe in batter post hole width direction as cross bar, the spacing between any adjacent two horizon bar is less than 1.5m, appoints
The spacing anticipated between adjacent two cross bars is less than 1.5m.
The full hall support frame further includes several scissors strut A, and one end of scissors strut A and batter post hole inner wall connect
It connects, the other end of scissors strut A is supported on ground, and the middle part of scissors strut A is buckled and the upright bar, water by butterfly
Flat bar or cross bar link together.
The projected length of the batter post hole on the ground is less than 1m.
The material of the template is timber.
The construction method of the back taper bodily form building further include:
Step 1: while building full hall support frame described in step 1, along vertical within the full hall support frame
Multiple flat-topped ridge holes are reserved in direction, and the one end in flat-topped ridge hole is connected to the full hall support frame inner wall, the other end in flat-topped ridge hole with it is described
The connection of batter post hole；
Step 2: while carrying out step 2, the template being mounted on the inner wall of the flat-topped ridge hole；
Step 3: while carrying out step 4, Xiang Suoshu flat-topped ridge hole inner wall cope plate surrounds to be poured within the space formed
Concrete obtains building within the flat-topped ridge hole and supports beam after concrete setting forming.
The construction method of the back taper bodily form building is further comprising the steps of:
While carrying out building full hall support frame described in step 1, several wall connecting rods are provided, by one end of wall connecting rod
It is fixedly connected with the full hall support frame, the other end of wall connecting rod is connected after flat-topped ridge hole with the full hall support frame inner wall
It is connected together；While carrying out step 3, so that wall connecting rod is embedded in the building and support within beam.
The every building, which supports, is embedded at least two wall connecting rods within beam.
Ingate is also preset on the structure trunk, the full hall support frame is also connected with entrance support, entrance
Support position is opposite with the ingate, further includes that the template is mounted on to entrance support outer surface while carrying out step 2
On, further include more scissors strut B within entrance support, one end of scissors strut B and be mounted on entrance support outer surface it
On template link, the other end of scissors strut B is supported on ground.
The beneficial effects of the present invention are: using the present invention technical solution, on the one hand, it is oblique by will need to pour
Post holes is reserved within full hall support frame, and embedded steel tube is arranged within corresponding reserved batter post hole, considerably increases casting
The structural strength and bearing capacity of the building support column of forming, greatly increase the structural stability of building, on the other hand,
By the way that multiple flat-topped ridge holes are arranged, forming building is poured within flat-topped ridge hole and supports beam, while building supports within beam also phase
It should be embedded with wall connecting rod, enhance the bearing capacity that building supports beam, the building that can will be obliquely installed on the outside of building
Support column is held, and the stable structure of building entirety is kept, ensure that building using safe, in addition, in the construction process,
Especially through corresponding scissors strut A is added and scissors strut B is used to support corresponding template, make template in an inclined state
Stable posture can still be maintained, to improve the build quality and precision of concrete structure, improve construction quality,
Good economic benefit and social benefit are brought for construction enterprises.
Detailed description of the invention
Fig. 1 is the top view of the full hall support frame of the present invention；
Fig. 2 is the full hall support frame elevation of the present invention；
Fig. 3 is the partial enlargement diagram of Fig. 2 of the present invention；
Fig. 4 is the structural schematic diagram of entrance support of the present invention；
Fig. 5 makes the structural schematic diagram of back taper building of the present invention.
In figure: 1- expires hall support frame, 2- template, 3- embedded steel tube, 4- structure trunk, 5- wall connecting rod, 11- batter post hole,
12- upright bar, 13- horizon bar, 14- cross bar, 15- scissors strut A, 16- flat-topped ridge hole, 17- entrance support, 18- scissors strut B, 41-
Building support column, 42- building support beam.
Specific embodiment
Technical solution of the present invention is described further below in conjunction with attached drawing, but required protection scope does not limit to
In described；
The present invention provides a kind of construction methods of back taper bodily form building, as shown in figure 1, figure 2, figure 3, figure 4 and figure 5, packet
Include following steps:
Step 1: building full hall support frame 1 using several steel pipes on the ground, the full throwing of hall support frame 1 on the ground
Shadow is closed ring structure, and multiple batter post holes 11 are reserved within full hall support frame 1,11 both ends of batter post hole respectively with Man Tangzhi
1 top surface of support, ground connection, and the batter post hole 11 is intersected with ground inclination；Further, it is preferable to steel pipe specification are as follows: outer diameter
× wall thickness=Φ 48mm × 2.6mm.Full hall support frame 1 is built using several steel pipes, wherein the steel pipe being arranged in a vertical direction
As upright bar 12, arranges in the horizontal direction and the steel pipe that intersects with batter post hole 11 is as horizon bar 13, arrange in the horizontal direction
And the steel pipe parallel with 11 width direction of batter post hole, as cross bar 14, the spacing between any adjacent two horizon bar 13 is less than
1.5m, the spacing between any adjacent two cross bar 14 are less than 1.5m.Full hall support frame 1 further includes several scissors strut A15,
One end of scissors strut A15 is connect with 11 inner wall of batter post hole, and the other end of scissors strut A15 is supported on ground, and is cut
It is buckled by butterfly and is linked together with upright bar 12, horizon bar 13 or cross bar 14 in the middle part of knife strut A15.It is preferred that batter post hole 11 is on ground
Projected length on face is less than 1m.
Step 2: muti-piece template 2 is installed in step 1 on 11 inner wall of batter post hole；The material of preferred template 2 is timber.
Step 3: providing more embedded steel tubes 3, and one end of embedded steel tube 3 is mounted on full hall by right-angle coupler and is supported
On frame 1, go deep into the other end of embedded steel tube 3 along vertical direction within batter post hole 11；
Step 4: along full 1 inner surface casting concrete of hall support frame, after concrete setting forming, in Man Tang
Structure trunk 4 is obtained within support frame 1, surrounds casting concrete within the space formed to muti-piece template 2, it is solidifying to concrete
Gu after forming, building support column 41 is obtained within batter post hole 11, and embedded steel tube 3 is made to be embedded in building support
Within column 41；
Step 5: the 41 surface sprinkling maintenance appropriate time of structure trunk 4 and building support column in step 3 respectively
Later, full hall support frame 1 and template 2 are removed, back taper bodily form building is obtained.
In addition, being also preset with ingate on structure trunk 4, full hall support frame 1 is also connected with entrance support 17, entrance
17 position of support is opposite with the ingate, further includes that template 2 is mounted on to 17 appearance of entrance support while carrying out step 2
Further include more scissors strut B18 on face, within entrance support 17, one end of scissors strut B18 and is mounted on entrance support
Template 2 on 17 outer surfaces links, and the other end of scissors strut B18 is supported on ground.
Using the present invention technical solution, on the one hand, full hall support frame is reserved in by the batter post hole that will need to pour
Within, and embedded steel tube is set within corresponding reserved batter post hole, considerably increase the building support column of castable
Structural strength and bearing capacity greatly increase the structural stability of building, on the other hand, by the way that multiple flat-topped ridge holes are arranged,
Forming building is poured within flat-topped ridge hole and supports beam, while building supports and is also accordingly embedded with wall connecting rod within beam, enhancing
Building supports the bearing capacity of beam, can hold the building support column being obliquely installed on the outside of building, keeps building
The stable structure of object entirety, ensure that building using safe, it is corresponding especially through adding in addition, in the construction process
Scissors strut A and scissors strut B are used to support corresponding template, make template in an inclined state and can still be maintained and is stable
Posture improves construction quality to improve the build quality and precision of concrete structure, brings for construction enterprises good
Good economic benefit and social benefit.
In addition, the construction method of back taper bodily form building further include:
Step 1: pre- along vertical direction within full hall support frame 1 while building full hall support frame 1 in step 1
Multiple flat-topped ridge holes 16 are stayed, the one end in flat-topped ridge hole 16 is connected to full 1 inner wall of hall support frame, the other end in flat-topped ridge hole 16 and batter post hole 11
Connection；Further, while building full hall support frame 1 in carrying out step 1, several wall connecting rods 5 are provided, by wall connecting rod 5
One end be fixedly connected with full hall support frame 1, the other end of wall connecting rod 5 is passed through after flat-topped ridge hole 16 and in full hall support frame 1
Wall links together；While carrying out step 3, so that wall connecting rod 5 is embedded in building and support within beam 42.It is preferred that every building
Object, which supports, is embedded at least two wall connecting rods 5 within beam 42.The outer diameter of wall connecting rod 5 is not less than Φ 14mm, and the length of wall connecting rod 5 is not
Less than 600mm.
Step 2: while carrying out step 2, template 2 being mounted on 16 inner wall of flat-topped ridge hole；
Step 3: while carrying out step 4,16 inner wall cope plate 2 of the hole Xiang Pingliang pours within the space formed
Concrete obtains building within flat-topped ridge hole 16 and supports beam 42 after concrete setting forming.
Claims (10)
1. a kind of construction method of back taper bodily form building, it is characterised in that: the following steps are included:
Step 1: building full hall support frame (1) using several steel pipes on the ground, described to expire hall support frame (1) on the ground
Be projected as closed ring structure, reserve multiple batter post holes (11) within full hall support frame (1), the batter post hole (11) two
End is connected to described full hall support frame (1) top surface, ground respectively, and the batter post hole (11) is intersected with ground inclination；
Step 2: muti-piece template (2) are installed on batter post hole (11) inner wall described in step 1；
Step 3: providing more embedded steel tubes (3), and one end of embedded steel tube (3) is mounted on the full hall by right-angle coupler
On support frame (1), go deep into the other end of embedded steel tube (3) along vertical direction within the batter post hole (11)；
Step 4: along described full hall support frame (1) inner surface casting concrete, after concrete setting forming, in institute
Acquisition structure trunk (4) within full hall support frame (1) is stated, Xiang Suoshu muti-piece template (2) pours within the space formed
Concrete obtains building support column (41) within the batter post hole (11), and make institute after concrete setting forming
Embedded steel tube (3) is stated to be embedded within the building support column (41)；
Step 5: the structure trunk described in step 3 (4) and building support column (41) surface sprinkling maintenance are appropriate respectively
After time, full hall support frame (1) and template (2) are removed, back taper bodily form building is obtained.
2. the construction method of back taper bodily form building as described in claim 1, it is characterised in that: the rule of steel pipe described in step 1
Lattice are as follows: outer diameter × wall thickness=Φ 48mm × 2.6mm.
3. the construction method of back taper bodily form building as described in claim 1, it is characterised in that: if being used described in step 1
Dry root steel pipe builds full hall support frame (1), wherein the steel pipe being arranged in a vertical direction is arranged in the horizontal direction as upright bar (12)
And the steel pipe intersected with the batter post hole (11) is as horizon bar (13), in the horizontal direction arrangement and with the batter post hole
(11) for the parallel steel pipe of width direction as cross bar (14), the spacing between any adjacent two horizon bar (13) is less than 1.5m,
Spacing between any adjacent two cross bar (14) is less than 1.5m.
4. the construction method of back taper bodily form building as claimed in claim 3, it is characterised in that: full hall support frame (1)
It further include several scissors strut A (15), one end of scissors strut A (15) is connect with batter post hole (11) inner wall, bridging
The other end of bar A (15) is supported on ground, and the middle part of scissors strut A (15) is buckled and the upright bar by butterfly
(12), horizon bar (13) or cross bar (14) link together.
5. the construction method of back taper bodily form building as described in claim 1, it is characterised in that: the batter post hole (11) is on ground
Projected length on face is less than 1m.
6. the construction method of back taper bodily form building as described in claim 1, it is characterised in that: the material of the template (2)
It is timber.
7. the construction method of back taper bodily form building as described in claim 1, it is characterised in that: the back taper bodily form building
Construction method further include:
Step 1: while building full hall support frame (1) described in step 1, along perpendicular within full hall support frame (1)
Histogram is connected to multiple flat-topped ridge holes (16), the one end of flat-topped ridge hole (16) is reserved with described full hall support frame (1) inner wall, flat-topped ridge hole
(16) the other end is connected to the batter post hole (11)；
Step 2: while carrying out step 2, the template (2) being mounted on flat-topped ridge hole (16) inner wall；
Step 3: while carrying out step 4, Xiang Suoshu flat-topped ridge hole (16) inner wall cope plate (2) is within the space formed
Casting concrete obtains building within the flat-topped ridge hole (16) and supports beam (42) after concrete setting forming.
8. the construction method of back taper bodily form building as claimed in claim 7, it is characterised in that: the back taper bodily form building
Construction method it is further comprising the steps of:
While carrying out building full hall support frame (1) described in step 1, several wall connecting rods (5) are provided, by wall connecting rod (5)
One end be fixedly connected with full hall support frame (1), by the other end of wall connecting rod (5) pass through flat-topped ridge hole (16) later with it is described
Full hall support frame (1) inner wall links together；While carrying out step 3, so that wall connecting rod (5) is embedded in the building and support
Within beam (42).
9. the construction method of back taper bodily form building as claimed in claim 8, it is characterised in that: the every building supports
At least two wall connecting rods (5) are embedded within beam (42).
10. the construction method of back taper bodily form building as claimed in claim 8, it is characterised in that: the structure trunk (4)
On be also preset with ingate, full hall support frame (1) is also connected with entrance support (17), entrance support (17) position with should
Ingate is opposite, further includes being mounted on the template (2) on entrance support (17) outer surface while carrying out step 2,
Further include more scissors strut B (18) within entrance support (17), one end of scissors strut B (18) and is mounted on entrance support
(17) template on outer surface (2) links, and the other end of scissors strut B (18) is supported on ground.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811637525.0A CN109610795B (en) | 2018-12-29 | 2018-12-29 | Construction method of inverted cone-shaped building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811637525.0A CN109610795B (en) | 2018-12-29 | 2018-12-29 | Construction method of inverted cone-shaped building |
Publications (2)
| Publication Number | Publication Date |
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| CN109610795A true CN109610795A (en) | 2019-04-12 |
| CN109610795B CN109610795B (en) | 2021-09-21 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811637525.0A Active CN109610795B (en) | 2018-12-29 | 2018-12-29 | Construction method of inverted cone-shaped building |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110565928A (en) * | 2019-07-26 | 2019-12-13 | 江苏兴厦建设工程集团有限公司 | Fast-assembling, quick detach formula scaffold frame for construction of building outer wall |
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| CN108265885A (en) * | 2017-07-14 | 2018-07-10 | 上海宝冶集团有限公司 | The construction method of tall and big nonopiate high inclination-angle abnormal shape concrete batter post |
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| US4596096A (en) * | 1985-02-25 | 1986-06-24 | Heath Millard D | Scaffold assembly for simulating the appearance of a Christmas tree |
| CN102182303A (en) * | 2011-03-31 | 2011-09-14 | 西安建筑科技大学 | Oblique annular closed structural template supporting method |
| CN102383628A (en) * | 2011-08-31 | 2012-03-21 | 中国建筑第二工程局有限公司 | Construction device and construction method for post construction of depressing cone of silo structure |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN110565928A (en) * | 2019-07-26 | 2019-12-13 | 江苏兴厦建设工程集团有限公司 | Fast-assembling, quick detach formula scaffold frame for construction of building outer wall |
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| CN109610795B (en) | 2021-09-21 |
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