CN212671185U - Roof suspended beam formwork support system - Google Patents
Roof suspended beam formwork support system Download PDFInfo
- Publication number
- CN212671185U CN212671185U CN202021136027.0U CN202021136027U CN212671185U CN 212671185 U CN212671185 U CN 212671185U CN 202021136027 U CN202021136027 U CN 202021136027U CN 212671185 U CN212671185 U CN 212671185U
- Authority
- CN
- China
- Prior art keywords
- frame
- layer
- steel pipe
- template
- outer frame
- 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.)
- Active
Links
Images
Abstract
The utility model discloses a roof suspended beam formwork support system, including formwork, formwork supporting layer, overhanging outrigger and steel pipe frame layer, the formwork supporting layer is established on the building roof, and its outer end stretches out the roof and is unsettled, the formwork is established on the formwork supporting layer through a formwork support, lies in the formwork supporting layer top, the overhanging outrigger is established on the building outer wall, the steel pipe frame layer is established on the overhanging outrigger, lies in the formwork supporting layer below; the steel pipe frame layer inner side is connected on the inner frame, two sides are connected on the side frame, and the outer end is flush with the inner side of the outer frame. The utility model discloses set up steel pipe frame layer as construction platform, the construction platform that provides a safety and stability is used for encorbelmenting the follow-up construction of outrigger, unsettled outrigger and template supporting layer, effectively promotes the construction convenience to guarantee construction safety.
Description
Technical Field
The utility model relates to a construction technical field, concretely relates to roof suspension beam formwork support system.
Background
In order to meet the requirement of beauty of the existing building, various suspended beams are arranged on the top of the existing building to increase the space beauty of the building. The unsettled roof beam is established on building top, has the characteristics of unsettled height, span are big, do not have the support, when carrying out pouring of unsettled roof beam, not only the structural support of template erects inconveniently, and when carrying out template frame facility man-hour, it is big to have the construction degree of difficulty, and the shortcoming that the potential safety hazard is high leads to the efficiency of construction low, and intensity of labour is big, the utility model provides a roof unsettled roof beam template support system overcomes above-mentioned defect.
SUMMERY OF THE UTILITY MODEL
The utility model provides a roof hanging beam formwork support system has solved the problem that the construction was set up to the template of hanging beam that unsettled height is big, the span is big, has the simple and convenient advantage of construction method.
The utility model provides a technical scheme that above-mentioned technical problem adopted is:
a roof suspended beam template supporting system comprises a template, a template supporting layer, an overhanging outer frame and a steel pipe frame layer, wherein the template supporting layer is arranged on a building roof, the outer end of the template supporting layer extends out of the roof to be suspended, the template is arranged on the template supporting layer through a template support frame and is positioned above the template supporting layer, the overhanging outer frame is arranged on an outer wall of the building, and the steel pipe frame layer is arranged on the overhanging outer frame and is positioned below the template supporting layer;
the steel pipe frame layer inner side is connected on the inner frame, two sides are connected on the side frame, and the outer end is flush with the inner side of the outer frame.
Furthermore, a first inclined supporting rod is arranged on the bottom surface of the steel pipe frame layer, the first inclined supporting rod is arranged at left and right intervals, the bottom end of the first inclined supporting rod is connected to the overhanging outer frame, and the top end of the first inclined supporting rod is connected to the bottom surface of the steel pipe frame layer.
Further, still include unsettled outrigger, the unsettled outrigger left and right sides is set up on outside frame, bottom and template supporting layer parallel and level, top and the outrigger parallel and level.
Furthermore, a second inclined supporting rod is arranged on the bottom surface of the suspended outer frame, the second inclined supporting rod is arranged in bilateral symmetry, the bottom end of the second inclined supporting rod is connected to the outer frame, and the top end of the second inclined supporting rod is connected to the bottom surface of the suspended outer frame.
Further, the steel pipe frame layer comprises support steel pipes and base plates, the support steel pipes are arranged in a criss-cross mode, and the base plates are arranged on the support steel pipes.
Furthermore, guard rails are arranged on the outer sides of the steel pipe frame layers, two sides of each guard rail are connected with the outer frame, and the top end of each guard rail is connected with the bottom end of the suspended outer frame.
Furthermore, the template supporting layer comprises supporting rods and base plates, the supporting rods are arranged in a criss-cross mode, and the base plates are arranged on the supporting rods.
Preferably, the steel pipe frame layer is located 1m below the formwork support layer.
Preferably, the top ends of the side frames are flush with the bottom surface of the template supporting layer, and the top ends of the outer frames and the top ends of the suspended outer frames are flush and higher than the template.
The utility model discloses beneficial effect as follows:
the steel pipe frame layer is arranged as a construction platform, and a safe and stable construction platform is provided for subsequent construction of the overhanging outer frame, the suspended outer frame and the template supporting layer, so that the construction convenience is effectively improved, and the construction safety is ensured;
utilize the outside outrigger of building to set up template support system, have structural strength height, satisfy and bear the requirement, structural safety is high, set up convenient advantage, effectively reduce the construction degree of difficulty, guarantee the efficiency of construction.
Drawings
Fig. 1 is a schematic view of the overall structure of the present invention;
FIG. 2 is a view A-A of FIG. 1;
FIG. 3 is a view B-B of FIG. 1;
FIG. 4 is a view C-C of FIG. 1;
FIG. 5 is a view from D-D of FIG. 1;
fig. 6 is a schematic view of the internal structure of the present invention.
Reference numerals: 1-template, 2-template supporting layer, 3-overhanging outer frame, 4-steel pipe frame layer, 41-diagonal brace I, 5-overhanging outer frame and 51-diagonal brace II.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings, and obviously, the described embodiments are only some embodiments, not all embodiments, of the present invention. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
In the description of this patent, it is to be understood that the terms "center," "upper," "lower," "front," "rear," "left," "right," "vertical," "horizontal," "top," "bottom," "inner," "outer," and the like are used in the orientations and positional relationships indicated in the drawings for the convenience of describing the patent and for the simplicity of description, and are not intended to indicate or imply that the referenced devices or elements must have a particular orientation, be constructed and operated in a particular orientation, and are not to be considered limiting of the patent.
The utility model discloses a concrete embodiment is as follows, need set up a suspension flower frame roof beam at the building top of type of calligraphy structure that concave, the scope below at suspension flower frame roof beam place is unsettled, does not have any support, and the length and width size of suspension flower frame roof beam is 8.2 x 3.45m, and both sides are the building roofing, and the back is built to suspension flower frame roof beam, supports through the wall body of setting up on the left and right sides roofing.
As shown in fig. 1 and 5, a roof suspended beam formwork support system comprises a formwork 1, a formwork support layer 2, an overhanging outer frame 3 and a steel pipe frame layer 4, wherein the formwork support layer 2 is arranged on a building roof, the outer end of the formwork support layer extends out of the roof and is suspended, the formwork 1 is arranged on the formwork support layer 2 through a formwork support frame and is positioned above the formwork support layer 2, the overhanging outer frame 3 is arranged on a building outer wall, and the steel pipe frame layer 4 is arranged on the overhanging outer frame 3 and is positioned below the formwork support layer 2;
as shown in fig. 4, the overhanging outer frame 3 is arranged on the outer wall of the building in a shape-following manner, is of a concave structure and comprises an outer frame, an inner frame and side frames, the inner side of the steel pipe frame layer 4 is connected to the inner frame, two sides of the steel pipe frame layer are connected to the side frames, and the outer end of the steel pipe frame layer is flush with the inner side of the outer frame.
As shown in fig. 2 and 3, the utility model discloses passing the outrigger 3 earlier and setting up steel pipe frame layer 4 inside the building, set up steel pipe frame layer 4 and do well the protection after, what the outrigger 3 was carried out on steel pipe frame layer 4 increases and unsettled outrigger 5 sets up, after setting up and finishing and forming safety protection, set up and erect of template supporting layer 2 and template on steel pipe frame layer 4, finish completely, carry out the construction of pouring of unsettled roof beam. Set up steel pipe frame layer 4 earlier as construction platform, provide a safety and stability's construction platform, carry out follow-up construction again, effectively guarantee construction safety to promote the convenient degree of construction, accelerate the construction progress.
As shown in fig. 1, preferably, the cantilever outrigger 3 includes the original cantilever outrigger 3 and adds the cantilever outrigger 3, and the original cantilever outrigger 3 is set up to the roof of the top of the building, when pouring of the suspended beam is carried out, is set up on the basis of the original cantilever outrigger 3, is set up to the suspended beam top, protects the construction.
As shown in fig. 1 and 5, the overhanging outer frame 3 is additionally arranged to build an inner frame and an outer frame, the inner frame is arranged on a building roof, and the outer frame is additionally arranged upwards from the original overhanging outer frame 3.
As shown in fig. 5, further, a first inclined strut 41 is arranged on the bottom surface of the steel pipe frame layer 4, the first inclined strut 41 is arranged at left and right intervals, the bottom end of the first inclined strut 41 is connected to the overhanging outer frame 3, and the top end of the first inclined strut is connected to the bottom surface of the steel pipe frame layer 4.
Preferably, the first inclined supporting rod 41 forms an included angle of 45 degrees with the outer wall of the building, and comprises a first inclined supporting rod 41 positioned on the inner side and first inclined supporting rods 41 positioned on the left side and the right side, the first inclined supporting rods 41 positioned on the inner side are arranged at intervals left and right, and the bottom ends of the first inclined supporting rods are fixed on the inner frame to support the middle part of the steel pipe frame layer 4; the first inclined supporting rods 41 positioned on the two sides are arranged in bilateral symmetry, and the bottom ends of the first inclined supporting rods are fixed on the side frames to support the two ends of the steel pipe frame layer 4.
Furthermore, the template support device also comprises a suspended outer frame 5, the left end and the right end of the suspended outer frame 5 are connected to the outer frame, and the bottom end of the suspended outer frame is flush with the template support layer 2.
The suspension outer frame 5 is arranged between the outer frames additionally provided with the overhanging outer frame 3 to provide external protection.
As shown in fig. 6, a second inclined strut 51 is further arranged on the bottom surface of the suspended outer frame 5, the second inclined strut 51 is arranged in bilateral symmetry, the bottom end of the second inclined strut 51 is connected to the outer frame, and the top end of the second inclined strut is connected to the bottom surface of the suspended outer frame 5.
The second inclined strut 51 extends out of the outer frame of the original overhanging outer frame 3, and the top end of the second inclined strut is supported at the bottom of the suspended outer frame 5 to support the suspended outer frame 5.
Further, the steel pipe frame layer 4 comprises support steel pipes and backing plates, the support steel pipes are arranged in a criss-cross mode, and the backing plates are arranged on the support steel pipes.
The support steel pipe includes that 6m is long violently steel pipe and 3.5m is long indulges the steel pipe, and the interval sets up around the violently steel pipe, and its both ends are taken up and are established on the side frame of left and right sides, indulge the steel pipe and set up at interval about, stretch out from inside frame, take up on violently steel pipe.
After the steel pipe frame layer 4 is built, the construction platform is used for construction of additionally arranging the overhanging outer frame, the suspended outer frame and the template supporting layer.
As shown in fig. 1, further, guard rails are arranged outside the steel pipe frame layer 4, two sides of each guard rail are connected with the external frame, and the top ends of the guard rails are connected with the bottom ends of the suspended external frames 5.
The guard rail, the suspended outer frame 5 and the suspended outer frame 3 are connected with each other to form complete external protection, and construction safety is guaranteed.
Further, the template supporting layer 2 comprises supporting rods and base plates, the supporting rods are arranged in a criss-cross mode, and the base plates are arranged on the supporting rods.
Preferably, the bracing piece is the I-steel, including horizontal support bar and vertical support bar, and length is 9m, erects the horizontal support bar from the roofing of unsettled department both sides, then stretches out vertical support bar from the roofing of inboard, erects on horizontal support bar, uses pre-buried anchor ring to fix vertical support bar to through welded connection horizontal support bar.
Preferably, the steel pipe frame layer 4 is located 1m below the formwork support layer 2. The height of 1m is convenient for construction.
Preferably, the top ends of the side frames are flush with the bottom surface of the formwork support layer 2, and the top ends of the outer frames and the top ends of the suspended outer frames 5 are flush and higher than the formwork 1.
The utility model discloses a construction method as follows:
firstly, building a steel pipe frame layer 4: connecting the side frames at the left side and the right side at a position 1m below the roof by adopting transverse steel pipes arranged at intervals, then extending out of the longitudinal steel pipes from the inner frame, erecting the outer ends of the longitudinal steel pipes on the transverse steel pipes, fixing the transverse steel pipes, and then laying and fixing a base plate;
secondly, building a protective guard: building a protective guard on the outer side of the steel pipe frame layer 4, and connecting the protective guard with an external frame;
thirdly, arranging a first inclined strut 41: extending a first inclined supporting rod 41 from the inner frame to support the steel pipe frame layer 4;
fourthly, an overhanging outer frame 3 is additionally arranged: continuously upwards erecting the original overhanging outer frame 3 to enable the height of the overhanging outer frame to be higher than that of the template 1, and protecting construction;
fifthly, setting up a suspended outer frame 5: from the position of the roof, hanging outer frames 5 are erected between the outer frames positioned at the two sides, the thickness and the thickness of the outer frames are the same as those of the overhanging outer frames 3, and the upper ends of the outer frames are flush with the overhanging outer frames 3;
sixthly, a second inclined strut 51 is arranged: a second diagonal brace 51 extends out of the external frame to support the suspended external frame 5;
seventhly, setting up a template supporting layer 2: transverse support rods are arranged at intervals and are overlapped on the roof on two sides, then longitudinal support rods arranged at intervals are stretched out of the roof, are erected on the transverse support rods and are fixed, and then base plates are laid and fixed;
eighthly, erecting a template 1: and erecting a formwork support frame on the formwork support layer 2, erecting the formwork 1, and constructing after the erection of the formwork 1 is finished.
It is obvious to a person skilled in the art that the invention is not restricted to details of the above-described exemplary embodiments, but that it can be implemented in other specific forms without departing from the spirit or essential characteristics of the invention. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein, and any reference signs in the claims are not intended to be construed as limiting the claim concerned.
Claims (9)
1. A roof suspended beam template supporting system is characterized by comprising a template (1), a template supporting layer (2), an overhanging outer frame (3) and a steel pipe frame layer (4), wherein the template supporting layer (2) is arranged on a building roof, the outer end of the template supporting layer extends out of the roof to be suspended, the template (1) is arranged on the template supporting layer (2) through a template supporting frame and is positioned above the template supporting layer (2), the overhanging outer frame (3) is arranged on the building outer wall, and the steel pipe frame layer (4) is arranged on the overhanging outer frame (3) and is positioned below the template supporting layer (2);
the cantilever outer frame (3) is arranged on the outer wall of the building along with the shape, is of a concave structure and comprises an outer frame, an inner frame and side frames, the inner side of the steel pipe frame layer (4) is connected to the inner frame, two sides of the steel pipe frame layer are connected to the side frames, and the outer end of the steel pipe frame layer is flush with the inner side of the outer frame.
2. The roof suspension beam form support system of claim 1, further comprising: the steel pipe frame layer (4) is provided with a first inclined supporting rod (41) on the bottom surface, the first inclined supporting rod (41) is arranged at left and right intervals, the bottom end of the first inclined supporting rod is connected to the overhanging outer frame (3), and the top end of the first inclined supporting rod is connected to the bottom surface of the steel pipe frame layer (4).
3. The roof suspension beam form support system of claim 1, further comprising: still include unsettled outrigger (5), set up on the outrigger (5) left and right sides, the top with overhang outrigger (3) top parallel and level, bottom and template supporting layer (2) parallel and level.
4. A roof suspension beam formwork support system as claimed in claim 3, wherein: and a second inclined strut (51) is arranged on the bottom surface of the suspended outer frame (5), the second inclined strut (51) is arranged in bilateral symmetry, the bottom end of the second inclined strut is connected to the outer frame, and the top end of the second inclined strut is connected to the bottom surface of the suspended outer frame (5).
5. The roof suspension beam form support system of claim 1, further comprising: the steel pipe frame layer (4) comprises support steel pipes and base plates, the support steel pipes are arranged in a criss-cross mode, and the base plates are arranged on the support steel pipes.
6. The roof suspension beam form support system of claim 4, wherein: guard rails are arranged on the outer sides of the steel pipe frame layers (4), the two sides of each guard rail are connected with an external frame, and the top ends of the guard rails are connected with the bottom ends of the suspended external frames (5).
7. The roof suspension beam form support system of claim 1, further comprising: the template supporting layer (2) comprises supporting rods and base plates, wherein the supporting rods are arranged in a criss-cross mode, and the base plates are arranged on the supporting rods.
8. The roof suspension beam form support system of claim 1, further comprising: the steel pipe frame layer (4) is located 1m below the template supporting layer (2).
9. The roof suspension beam form support system of claim 5, further comprising: the top of the side frame is flush with the bottom surface of the template supporting layer (2), and the top of the outer frame is flush with the top of the suspended outer frame (5) and is higher than the template (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021136027.0U CN212671185U (en) | 2020-06-18 | 2020-06-18 | Roof suspended beam formwork support system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021136027.0U CN212671185U (en) | 2020-06-18 | 2020-06-18 | Roof suspended beam formwork support system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212671185U true CN212671185U (en) | 2021-03-09 |
Family
ID=74821765
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202021136027.0U Active CN212671185U (en) | 2020-06-18 | 2020-06-18 | Roof suspended beam formwork support system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212671185U (en) |
-
2020
- 2020-06-18 CN CN202021136027.0U patent/CN212671185U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105926448A (en) | Construction method for cable-stayed bridge main tower with curve single tower double cable planes | |
| CN213867376U (en) | Hollow bent cap construction equipment of opposite sex mound precious stone | |
| CN213268605U (en) | Steel bar support and raft foundation steel bar structure comprising same | |
| CN208202271U (en) | A kind of spliced steel bar truss floor support plate structure | |
| CN212671185U (en) | Roof suspended beam formwork support system | |
| CN209924434U (en) | High-altitude overhanging formwork support frame body | |
| CN112144417A (en) | Construction device and construction method for hollow coping of special-shaped pier gem | |
| CN107882065B (en) | Operating platform for concrete beam construction above rail-mounted area and building method thereof | |
| CN215052133U (en) | Steel case roof beam is alternately construction supporting structure from top to bottom | |
| CN216787878U (en) | Construction structure of steel bar truss floor support plate | |
| CN106988520B (en) | Construction method and support system for high-rise suspension structure | |
| CN210818054U (en) | Adjustable jig frame for positioning precast beam guardrail reinforcing steel bars | |
| CN211473320U (en) | Tool type external hanging rack for corridor | |
| CN207228652U (en) | Stent spray system for beam spray maintenance | |
| CN111962850A (en) | Construction method of overhanging scaffold | |
| CN218612546U (en) | Detachable light steel column welding platform | |
| CN213806581U (en) | Super high-rise high-altitude large-span cantilever concrete structure formwork support system | |
| CN113668852B (en) | Parapet wall formwork structure of steel structure roof and construction method thereof | |
| CN212453355U (en) | Roof structure for green building | |
| CN215368967U (en) | Temporary reinforcing steel bar processing shed | |
| CN218479508U (en) | Hanging basket for decoration of atrium roof | |
| CN215052146U (en) | Walking type operation platform adopting continuous box girder flange plates | |
| CN215669490U (en) | Cantilever type tubular pile hanging and striking positioning support | |
| CN217151150U (en) | Overhanging steel truss formwork supporting platform for aluminum mould-full concrete outer wall | |
| CN217299742U (en) | Construction platform for crossing over aerial swimming pool between super high-rise buildings |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |