CN110485713A - Roofing eave and gutter primary concreting template reinforcing device - Google Patents
Roofing eave and gutter primary concreting template reinforcing device Download PDFInfo
- Publication number
- CN110485713A CN110485713A CN201910836486.5A CN201910836486A CN110485713A CN 110485713 A CN110485713 A CN 110485713A CN 201910836486 A CN201910836486 A CN 201910836486A CN 110485713 A CN110485713 A CN 110485713A
- Authority
- CN
- China
- Prior art keywords
- keel
- screw rod
- adjustable
- rolling chock
- beam bottom
- 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.)
- Granted
Links
- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 21
- 238000005096 rolling process Methods 0.000 claims abstract description 40
- 238000009434 installation Methods 0.000 claims abstract description 6
- 238000007789 sealing Methods 0.000 claims description 6
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 6
- 210000000988 bone and bone Anatomy 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 8
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 6
- 238000010586 diagram Methods 0.000 description 5
- 230000008595 infiltration Effects 0.000 description 4
- 238000001764 infiltration Methods 0.000 description 4
- 229910052742 iron Inorganic materials 0.000 description 3
- 238000009415 formwork Methods 0.000 description 2
- 238000000465 moulding Methods 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 230000007547 defect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
Classifications
-
- 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
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
-
- 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
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
- E04G13/06—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for stairs, steps, cornices, balconies, or other parts corbelled out of the wall
-
- 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
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
- E04G13/06—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for stairs, steps, cornices, balconies, or other parts corbelled out of the wall
- E04G13/066—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for stairs, steps, cornices, balconies, or other parts corbelled out of the wall for overhangs
-
- 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
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/06—Tying means; Spacers ; Devices for extracting or inserting wall ties
- E04G17/065—Tying means, the tensional elements of which are threaded to enable their fastening or tensioning
- E04G17/0655—Tying means, the tensional elements of which are threaded to enable their fastening or tensioning the element consisting of several parts
- E04G17/0657—Tying means, the tensional elements of which are threaded to enable their fastening or tensioning the element consisting of several parts fully recoverable
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Tents Or Canopies (AREA)
- Greenhouses (AREA)
Abstract
Roofing eave and gutter primary concreting template reinforcing device include two symmetrically set vertical fixed screw arbor assembly, the top keel that are horizontally set at two fixed screw rod tops, the beam bottom for being horizontally set at two fixed screw rod lower parts are adjusted keel, are symmetrically disposed on vertically adjustable section anti-rolling chock, symmetrical oblique two adjustable support bars being connected between the adjustable keel midpoint of beam bottom and both sides adjustable side keel lower part that beam bottom is adjusted keel both sides and is located on the outside of fixed screw rod；The lower section anti-rolling chock of the vertically adjustable section anti-rolling chock is mutually perpendicular to the adjustable keel of beam bottom and passes through rotary buckle connect；The oblique keel of the lower section of the adjustable support bar are connect by bayonet lock with lower section anti-rolling chock, and the oblique keel of upper section are adjusted the connecting elements among keel by bayonet lock and beam bottom and connect.The present invention is easy to make, installation is simple, securely, and convenient disassembly can accurately control absolute altitude and adjust groove size, and improve construction quality.
Description
Technical field
The invention belongs to construction auxiliary device technical fields, and in particular to one kind can be by roofing eave and gutter one
Secondary property pours the device of reinforcing.
Background technique
In construction, the way common to building roofing gutter formwork reinforcement is mainly that use adds to screw rod is worn
Gu, compacting weight reinforce and reinforced with iron wire, to wear screw rod reinforcing mode construction it is more troublesome, also bad elevation control, also holds
Yi Yin dismantles one, other end pulling force is excessive and loosens gutter side wall, leads to waterproof construction imprecision, structure infiltration.Cause
This, it is traditional to be only used for upright component to wearing screw rod reinforcing mode.The bad control line style of weight reinforcing mode is suppressed, and
It is difficult to control absolute altitude and carrying heavy goods trouble.It is easier to cause to seep water with iron wire reinforcing, common lavatory and balcony infiltration, mostly
Number, which ranges, hangs mould using iron wire reinforcing.
Summary of the invention
Present invention aim to address problem of the existing technology and defect, provide it is a kind of it is easy to make, installation is simple,
Securely, convenient disassembly, can accurately control absolute altitude and adjust groove size roofing eave and gutter primary concreting reinforce
Device.
The purpose of the present invention is achieved through the following technical solutions:
Roofing eave and gutter primary concreting template reinforcing device include two symmetrically set vertical fixed
Screw arbor assembly, is horizontally set at two fixed screw rod lower parts at the top keel for being horizontally set at two fixed screw rod tops
Beam bottom is adjusted keel, is symmetrically disposed on the vertically adjustable section that beam bottom is adjusted keel both sides and is located on the outside of fixed screw rod
Anti-rolling chock, symmetrical oblique two be connected between the adjustable keel midpoint of beam bottom and both sides adjustable side keel lower part are adjustable
Support rod；Wherein:
The fixed screw arbor assembly includes two vertical screw rod, the suits for being symmetrically disposed on roofing eave gutter two sides
The adjustable bolt of the elevation control for preventing the sealing piece to seep water, being sleeved on screw rod top in the middle part of screw rod is sleeved on screw rod
The positioning bolt of lower part, be set in screw rod two ends reinforcing bolt and be fitted to reinforce bolt on the inside of backing plate；It is described
Screw tip penetrates backing plate after passing through top keel again and screws in reinforcing bolt and locks, and bottom passes through after keel are adjusted in beam bottom and wears again
Enter backing plate and screw in reinforcing bolt to lock；The adjustable bolt is located at top keel bottom surface, and positioning bolt is kept out in gutter ditch
End template upper surface；
The beam bottom is adjusted keel and includes the two sections of isometric bottom plate keel connected by Level tune screw rod, is installed on
The connecting elements of bottom plate keel central bottom；
The adjustable side keel include the upper section anti-rolling chock and lower section anti-rolling chock connected by vertical adjusting screw rod, lower section side
The length of keel is greater than upper section anti-rolling chock, offers one group of mounting hole, the top position of upper section anti-rolling chock in lower section anti-rolling chock lower part
It sets low in top keel and is located on the outside of the keel of top；
Two adjustable support bars are symmetrical arranged, and every adjustable support bar is connected by tilting adjusting screw rod
The outer end of two sections of oblique keel, two sections of oblique keel is connect with the connecting elements of bottom plate keel central bottom and lower section anti-rolling chock respectively；
The lower section anti-rolling chock is mutually perpendicular to the adjustable keel of beam bottom and passes through rotary buckle connect；The adjustable branch
The oblique keel of the lower section of strut are connect by bayonet lock with lower section anti-rolling chock, and the oblique keel of the upper section of adjustable support bar pass through bayonet lock and company
Connection member connection.
The present invention can effectively prevent gutter concrete by the way that fixed screw arbor assembly vertically and the sealing piece of installation is arranged
Infiltration passes through the positioning bolt being set on the ditch end template of gutter and the adjustable bolt height for adjusting top, Ke Yizhun
True control structure absolute altitude, then by the connection of the support and rotary buckle of stating adjustable side keel, make beam bottom controllability keel
It is connected with each other and can mutually turn an angle with adjustable side keel, to preferably control gutter line style.Set
On the one hand adjustable support bar can make entire bracing means stabilized structure, on the other hand adjustable by adjusting its support angle
Gutter moulding gradient.The adjustable in length structure of beam bottom controllability keel and the height-adjustable knot of adjustable side keel
Structure may be implemented that the depth and width for needing the gutter constructed are adjusted flexibly.Apparatus of the present invention are applied basically for all rooms
Face groove is constructed.
Apparatus of the present invention structure is simple, solid and reliable, easy to install and use, and operation is easy.
Detailed description of the invention
Fig. 1 is the schematic diagram when present invention reinforces roofing eave and gutter primary concreting template；
Fig. 2 is fixed screw arbor assembly schematic diagram；
Fig. 3 is beam bottom controllability keel connecting structure schematic diagram；
Fig. 4 is anti-rolling chock structural schematic diagram；
Fig. 5 is adjusting supporting device structural schematic diagram.
Specific embodiment
As shown in Figure 1, roofing eave of the present invention and gutter primary concreting template reinforcing device, include two
Symmetrically arranged vertical fixed screw arbor assembly, is horizontally set at the top keel for being horizontally set at two fixed screw rod top
The beam bottom of two fixed screw rod lower parts is adjusted keel, is symmetrically disposed on the adjustable keel both sides of beam bottom and is located at fixed
Keel midpoint and both sides adjustable side keel are adjusted in vertically adjustable section anti-rolling chock, the symmetrical oblique beam bottom that is connected on the outside of screw rod
Two adjustable support bars between lower part.
The fixed screw arbor assembly is as shown in Figure 1 and Figure 2, including two are symmetrically disposed on roofing eave gutter two sides
Vertical screw rod 3, be sleeved in the middle part of screw rod prevent infiltration sealing piece 1, be sleeved on screw rod top elevation control it is adjustable
Section bolt 4, is fitted to the reinforcing bolt 6 of screw rod two ends respectively and is installed in reinforcing the positioning bolt 2 for being sleeved on screw rod lower part
Backing plate 5 on the inside of bolt.Backing plate 5 is penetrated again after passing through top keel 7 at the top of the screw rod 3 and screws in reinforcing bolt 6 locks, bottom
Across beam bottom keel are adjusted after penetrate backing plate 5 again and screw in that reinforce bolt 6 locked.The sealing piece 1 is finished product sealing piece, can
With directly it is commercially available, be mounted on the middle part of screw rod 3, prevent the concrete structure after pouring seep water.The lower end suit positioning spiral shell of screw rod
Bolt 2, top are set with adjustable bolt 4.After screw rod 3 is inserted into ditch end template 18, positioning bolt 2 is kept out in template upper surface, adjustable
Section bolt 4 is against top keel bottom surface.
As shown in Figure 1, Figure 3, the beam bottom be adjusted keel include by Level tune screw rod 8 connect two sections it is isometric
Bottom plate keel 9, the connecting elements 10 for being installed on bottom plate keel central bottom.Bottom plate keel center is machined with screw hole, water along axial direction
Flat adjusting screw rod 8 is connect with bottom plate keel 9 by being threadedly engaged.By rotating Level tune screw rod 8, adjustable beam bottom is adjustable
Save the length of keel.The connecting elements 10 is the platform sling with centre bore 10a, is welded on horizontal adjustment keel.
As Figure 1 and Figure 4, the adjustable side keel include the upper section anti-rolling chock 12 connected by vertical adjusting screw rod 11
It is greater than upper section anti-rolling chock with the length of lower section anti-rolling chock 13, lower section anti-rolling chock, offers one group of installation in lower section anti-rolling chock lower part
The apical position of hole 13a, upper section anti-rolling chock lower than top keel and are located on the outside of the keel of top.In upper section anti-rolling chock 12 and lower section side dragon
13 center of bone is machined with screw hole along axial direction, and vertical adjusting screw rod 11 is matched with upper section anti-rolling chock 12 and lower section anti-rolling chock 13 by screw thread
Connection is closed, by the height for rotating the vertical adjustable anti-rolling chock of adjusting screw rod.
As shown in Figure 1, shown in Figure 5, two adjustable support bars are symmetrical arranged, and every adjustable support bar is by tilting
Two sections of oblique keel 15 that adjusting screw rod 14 connects, the outer end of the two sections of oblique keel connecting elements with bottom plate keel central bottom respectively
10 and lower section anti-rolling chock 13 connect.It is machined with screw hole along axial direction at oblique keel center, tilting adjusting screw rod and oblique keel pass through spiral shell
Line is cooperatively connected, by the length for rotating the tilting adjustable adjustable support bar of adjusting screw rod.
It is connect as shown in Figure 1, keel are adjusted with beam bottom in the lower section anti-rolling chock 13 by rotary buckle 16, the rotation
Fastener is the common standard rotary buckle of construction, can be directly commercially available.The oblique keel bottom of the lower section of the adjustable support bar
End is machined with connecting hole 15a, by passing through the bayonet lock 17 of connecting hole and mounting hole 13a, by the oblique keel of lower section and lower section anti-rolling chock
13 connections.The oblique keel top of the upper section of the adjustable support bar is machined with connecting hole 15a, by passing through connecting hole and connection structure
The oblique keel of upper section are connect by the bayonet lock 17 of 10 centre bore of part with connecting elements 10.By adjusting oblique 15 bottom end of the keel installation of lower section
In the position specific mounting hole 13a on lower section anti-rolling chock 13, the company of cooperation adjustment lower section anti-rolling chock 13 and the adjustable keel of beam bottom
Contact can adjust the angle of anti-rolling chock, so as to adjust the moulding gradient in gutter.
As shown in Figure 1, bracing means of the present invention is assembled along roofing eave and gutter outer ring template 18, with the wooden a tree, used in making timber for boats 19
Enclose with overlapped in gutter part, the beam bottom of apparatus of the present invention be adjusted keel and adjustable side keel and outer ring template it
Between suitably supported with supporting block 20, concrete can be poured into cavity 21, forms gutter and roofing after concrete setting
The integrally formed structure of cornice.
The present invention changes existing roof drainage ditch formwork reinforcement mode, can accurately control roofing eave and gutter
Absolute altitude and line style, adjusting gutter size and angle, the gutter that construction structure is secured, shape is regular, and can be with roofing eaves
Mouth is constructed together, and construction efficiency is high, high-quality, can not only structure be effectively prevent to seep water, moreover it is possible to obtain beautiful architectural image.
Claims (1)
1. roofing eave and gutter primary concreting template reinforcing device, which is characterized in that include two symmetrically set
Vertical fixed screw arbor assembly, the top keel for being horizontally set at two fixed screw rod top, be horizontally set at two it is fixed
The beam bottom of screw rod lower part is adjusted keel, is symmetrically disposed on the adjustable keel both sides of beam bottom and is located on the outside of fixed screw rod
Vertically adjustable section anti-rolling chock, the symmetrical oblique beam bottom that is connected to are adjusted between keel midpoint and both sides adjustable side keel lower part
Two adjustable support bars；Wherein:
The fixed screw arbor assembly includes two and is symmetrically disposed on the vertical screw rod (3) of roofing eave gutter two sides, suit
Adjustable bolt (4), the suit of the elevation control for preventing the sealing piece (1) to seep water, being sleeved on screw rod top in the middle part of screw rod
Screw rod lower part positioning bolt (2), be set in screw rod two ends reinforcing bolt (6) and be fitted to reinforce bolt on the inside of
Backing plate (5)；Backing plate (5) is penetrated again after passing through top keel (7) at the top of the screw rod (3) and screws in reinforcing bolt (6) locks, bottom
Portion passes through to penetrate backing plate (5) again after keel are adjusted in beam bottom and screw in reinforcing bolt (6) and lock；Adjustable bolt (4) position
In top keel bottom surface, positioning bolt (2) is kept out in gutter ditch end template (18) upper surface；
It includes the two sections of isometric bottom plate keel (9) connected by Level tune screw rod (8), installation that keel, which are adjusted, in the beam bottom
In the connecting elements (10) of bottom plate keel central bottom；
The adjustable side keel include the upper section anti-rolling chock (12) and lower section anti-rolling chock connected by vertical adjusting screw rod (11)
(13), the length of lower section anti-rolling chock is greater than upper section anti-rolling chock, offers one group of mounting hole (13a) in lower section anti-rolling chock lower part, on
The apical position of section anti-rolling chock is lower than top keel and is located on the outside of the keel of top；
Two adjustable support bars are symmetrical arranged, and every adjustable support bar is to be connected by tilting adjusting screw rod (14)
Two sections of oblique keel (15), the outer end of two sections of oblique keel are imperial with the connecting elements (10) of bottom plate keel central bottom and lower section side respectively
Bone (13) connection；
The lower section anti-rolling chock (13) is mutually perpendicular to the adjustable keel of beam bottom and passes through rotary buckle (16) connect；It is described adjustable
The oblique keel of lower section of section support rod are connect by bayonet lock (17) with lower section anti-rolling chock (13), the oblique keel of the upper section of adjustable support bar
It is connect by bayonet lock (17) with connecting elements (10).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910836486.5A CN110485713B (en) | 2019-09-05 | 2019-09-05 | Roofing cornice and escape canal once only pour template reinforcing apparatus |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910836486.5A CN110485713B (en) | 2019-09-05 | 2019-09-05 | Roofing cornice and escape canal once only pour template reinforcing apparatus |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN110485713A true CN110485713A (en) | 2019-11-22 |
| CN110485713B CN110485713B (en) | 2024-04-30 |
Family
ID=68556611
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910836486.5A Active CN110485713B (en) | 2019-09-05 | 2019-09-05 | Roofing cornice and escape canal once only pour template reinforcing apparatus |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110485713B (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111576589A (en) * | 2020-05-28 | 2020-08-25 | 中建五局第三建设有限公司 | Secondary slope finding-free drainage ditch construction method and structure |
| CN113513153A (en) * | 2021-04-20 | 2021-10-19 | 中交第三公路工程局有限公司 | Assembled large-span cast-in-place beam formwork reinforcing device and reinforcing method thereof |
| CN113914614A (en) * | 2021-10-29 | 2022-01-11 | 中冶建工集团有限公司 | Construction process for pouring large-volume reinforced concrete beam at one time |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20080054632A (en) * | 2007-06-05 | 2008-06-18 | (주)태양건설 | A crossbeam mold using an euro foam |
| CN102359269A (en) * | 2011-09-30 | 2012-02-22 | 福建工程学院 | Support structure of cast-in-place concrete beam template |
| CN107558730A (en) * | 2017-08-29 | 2018-01-09 | 中国建筑第八工程局有限公司 | The formwork support method and support system of Super High girder with rolled steel section en cased in concrete |
| CN210828327U (en) * | 2019-09-05 | 2020-06-23 | 云南省建设投资控股集团有限公司 | Template reinforcing apparatus is once only pour in roofing eaves mouth and escape canal |
-
2019
- 2019-09-05 CN CN201910836486.5A patent/CN110485713B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20080054632A (en) * | 2007-06-05 | 2008-06-18 | (주)태양건설 | A crossbeam mold using an euro foam |
| CN102359269A (en) * | 2011-09-30 | 2012-02-22 | 福建工程学院 | Support structure of cast-in-place concrete beam template |
| CN107558730A (en) * | 2017-08-29 | 2018-01-09 | 中国建筑第八工程局有限公司 | The formwork support method and support system of Super High girder with rolled steel section en cased in concrete |
| CN210828327U (en) * | 2019-09-05 | 2020-06-23 | 云南省建设投资控股集团有限公司 | Template reinforcing apparatus is once only pour in roofing eaves mouth and escape canal |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111576589A (en) * | 2020-05-28 | 2020-08-25 | 中建五局第三建设有限公司 | Secondary slope finding-free drainage ditch construction method and structure |
| CN113513153A (en) * | 2021-04-20 | 2021-10-19 | 中交第三公路工程局有限公司 | Assembled large-span cast-in-place beam formwork reinforcing device and reinforcing method thereof |
| CN113513153B (en) * | 2021-04-20 | 2022-07-05 | 中交第三公路工程局有限公司 | Assembled large-span cast-in-place beam formwork reinforcing device and reinforcing method thereof |
| CN113914614A (en) * | 2021-10-29 | 2022-01-11 | 中冶建工集团有限公司 | Construction process for pouring large-volume reinforced concrete beam at one time |
| CN113914614B (en) * | 2021-10-29 | 2022-09-23 | 中冶建工集团有限公司 | Construction process for pouring large-volume reinforced concrete beam at one time |
Also Published As
| Publication number | Publication date |
|---|---|
| CN110485713B (en) | 2024-04-30 |
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