CN209304757U - Prefabricated beam mould - Google Patents
Prefabricated beam mould Download PDFInfo
- Publication number
- CN209304757U CN209304757U CN201821181598.9U CN201821181598U CN209304757U CN 209304757 U CN209304757 U CN 209304757U CN 201821181598 U CN201821181598 U CN 201821181598U CN 209304757 U CN209304757 U CN 209304757U
- Authority
- CN
- China
- Prior art keywords
- bed die
- fixed link
- side form
- prefabricated beam
- mould
- 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.)
- Expired - Fee Related
Links
- 230000003014 reinforcing effect Effects 0.000 claims description 55
- 230000002787 reinforcement Effects 0.000 claims description 7
- 239000007787 solid Substances 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 12
- 238000003912 environmental pollution Methods 0.000 abstract description 2
- 238000011065 in-situ storage Methods 0.000 abstract description 2
- 238000009417 prefabrication Methods 0.000 abstract 1
- 238000009434 installation Methods 0.000 description 7
- 239000002699 waste material Substances 0.000 description 6
- 238000010586 diagram Methods 0.000 description 5
- 239000011440 grout Substances 0.000 description 5
- 238000004519 manufacturing process Methods 0.000 description 4
- 230000007246 mechanism Effects 0.000 description 4
- 238000005266 casting Methods 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 239000012467 final product Substances 0.000 description 2
- 238000009415 formwork Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000000047 product Substances 0.000 description 2
- 230000009467 reduction Effects 0.000 description 2
- 238000004904 shortening Methods 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 238000013475 authorization Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 230000001105 regulatory effect Effects 0.000 description 1
Landscapes
- Moulds, Cores, Or Mandrels (AREA)
Abstract
The utility model discloses a kind of prefabricated beam moulds, belong to concrete mold field, it is intended to using mold in prefabrication beam, shorten construction period, it reduces environmental pollution, its key points of the technical solution are that including the bed die of strip plate structure, bed die is removably connected with side form along the two sides of its width direction, the both ends of bed die along its length are removably connected with end mould, end mould is detachably connected with side form, side form is the opposite rectangle cover body structure of opening, side form includes the opposite mainboard in end face, mainboard is installed with side plate along the both ends of bed die thickness direction, mainboard is installed with end plate along the both ends of bed die length direction, the fixed link across bed die is equipped on side plate, fixed link side is installed with connecting rod, fixed link is installed with fixture nut far from one end of connecting rod.The utility model solves the spandrel girder of cast in situs, long construction period, the larger problem of pollution of the work progress to environment.
Description
Technical field
The utility model relates to concrete mold field, in particular to a kind of prefabricated beam mould.
Background technique
Existing building is often used frame structure, and the predominant intermolecular forces of building are born using various beam columns.
Authorization Notice No. discloses a kind of top beam formwork for placing for the Chinese utility model patent of CN206091285U, including
Template component, support component, split bolt and adjusting component, template component include two vertical plates；Split bolt includes screw rod
Main body and sleeve, there are two limiting section, the both ends of screw body extend through corresponding vertical plate for setting on screw body, and two
Limiting section is located between two vertical plates, and sleeve is set on screw body；The bottom of bottom plate and the bottom of top plate are provided with branch
Support component；Adjusting component includes multiple adjusting units, and between bottom plate and support component and top plate is respectively set with support component
There is adjusting unit, the adjusting unit positioned at the bottom of top plate is for adjusting ceiling height, the adjusting unit positioned at the bottom of bottom plate
Height for regulating base board.
The construction workload of above-mentioned top beam formwork for placing is relatively more, at the same spandrel girder pour before need first to carry out bracket
Build, after the completion of bracket is built, then carry out spandrel girder and pour the laying of mold fixing, will mold it is fixed after the completion of reinforcing bar is laid with
In in mold, then the casting of concrete mud is carried out, after concrete mud casting complete, needs to allow its natural coagulation.
The spandrel girder of cast in situs, long construction period, work progress are larger to the pollution of environment.
Utility model content
The purpose of this utility model is to provide a kind of prefabricated beam moulds, have and carry out the prefabricated of beam in factory, shortening is applied
The work period, the advantages of reducing environmental pollution.
The above-mentioned technical purpose of the utility model has the technical scheme that a kind of prefabricated beam mould,
Bed die including strip plate structure, the bed die are removably connected with side form along the two sides of its width direction, and the bed die is along it
The both ends of length direction are removably connected with end mould, and the end mould is detachably connected with side form, and the side form is that opening is opposite
Rectangle cover body structure, the side form include the opposite mainboard in end face, and the mainboard is installed with along the both ends of bed die thickness direction
Side plate, the mainboard are installed with end plate along the both ends of bed die length direction, the fixed link across bed die are equipped on the side plate,
The fixed link side is installed with connecting rod, and the fixed link is installed with fixture nut far from one end of connecting rod.
By using above-mentioned technical proposal, after bed die is placed in ground, two side forms are vertically placed on bed die two sides,
Two side form openings are opposite, and fixed link sequentially passes through bed die and side plate, and fixture nut rotation is taken to be set to connecting rod far from fixed link
One end, first manual rotary fixing screw is female, reuses spanner and rotates to fixture nut, is turned using spanner to fixture nut
Connecting rod is limited while dynamic, prevents connecting rod around fixed rod axis rotation, be easy to use spanner by fixture nut with
Side plate compresses, and is fixed using fixture nut and fixed link to side plate and bed die, the installation effectiveness of side form and bed die；By side form
After being installed with bed die, then mould will be held to be connected and fixed with side form, completes the installation of prefabricated beam mould, then reinforcing bar is layed in mould
In tool, concrete grout is fallen in mold, after waiting concrete setting, by mould release, completes the production of precast beam, it will be prefabricated
Beam transport to construction site can directly carry out using, shorten the construction period of beam, reduce construction site pollution.
The utility model is further arranged to: the fixation hole through end mould thickness direction is offered on the end mould, it is described
The diameter of fixation hole is greater than the diameter of the reinforcing bar in the precast beam worn on the mould of end.
By using above-mentioned technical proposal, the reinforcing bar in precast beam is worn in fixation hole, because of position after the binding of part reinforcing bar
Precision is poor, therefore the diameter of fixation hole should be greater than bar diameter, in order to which reinforcing bar passes through.
The utility model is further arranged to: being embedded with sealing-plug in the fixation hole.
By using above-mentioned technical proposal, sealing-plug obturages fixation hole, after concrete is put into mold by reduction, concrete
The gap starched between the reinforcing bar in the precast beam worn from fixation hole and end mould is flowed out, and the waste of concrete material had both been reduced,
Reduce the generation of waste material again.
The utility model is further arranged to: being installed on the opposite surface of two mainboards and is set along bed die length direction
The multiple reinforcement risers set.
By using above-mentioned technical proposal, since the length of side form is longer, the middle position of side form along its length is easily produced
Change shape, and reinforcing riser can increase the stability of side form, reduces the deformation that side form generates, improves the final product quality of precast beam, prolong
The service life of long prefabricated beam mould.
The utility model is further arranged to: the side form is fixedly arranged above attachment base, and the attachment base is along bed die width
Direction is symmetrically fixed on two side forms, is removably connected with reinforcement between two opposite attachment bases on two side forms
Bar.
By using above-mentioned technical proposal, reinforcing rod both ends are connected on side form along opposite two of bed die width direction
On attachment base, the bonding strength between side form is increased, when reducing precast beam production, the active force pair between concrete grout and side form
The deformation that side form generates, further increases the final product quality of precast beam, extends the service life of prefabricated beam mould.
The utility model is further arranged to: the reinforcing rod both ends are installed with what end face opposite with attachment base compressed respectively
Attaching nut.
By using above-mentioned technical proposal, reinforcing rod passes through attachment base, and two attaching nuts are revolved respectively and are set to reinforcing rod
Both ends, rotation connection nut realizes that attaching nut end face opposite with attachment base mutually compresses, realizes the connection of two side forms, realizes
Attachment base and reinforcing rod are detachably connected.
The utility model is further arranged to: being arranged on the reinforcing rod and is fixed with polygon sleeve, on the attachment base
Offer the relief hole for accommodating polygon sleeve.
By using above-mentioned technical proposal, when reinforcing rod is passed through attachment base, polygon sleeve is embedded in relief hole, edge
It can directly be rotatablely connected nut at this time, relief hole can limit the rotation of polygon sleeve, save fixed reinforcing rod, prevent it around certainly
The operation of body axis rotation, improves the convenience of attaching nut's dismounting.
The utility model is further arranged to: being compressed on the opposite surface of the mainboard and is connect with the reinforcing bar in precast beam
Locating support.
By using above-mentioned technical proposal, locating support is fixedly connected with the reinforcing bar in precast beam, the reinforcing bar in precast beam
Active force is applied to locating support, compresses locating support with side form, when concrete is put into mold, locating support can be to prefabricated
Reinforcing bar in beam is supported, and reduces the shaking of the reinforcing bar in precast beam, improves the quality of precast beam finished product.
The utility model is further arranged to: the connecting rod rotation is set to fixed link side.
By using above-mentioned technical proposal, after fixed link is passed through side plate and bed die, then by connecting rod rotation set on fixed link
On, convenient for the installation of fixed link.
The utility model is further arranged to: limited block is fixed on the bed die, connecting rod is around fixed rod axis rotation
When with limited block contradict.
By using above-mentioned technical proposal, need to stop by the limitation to connecting rod when rotating fixture nut fixed link around
Own axis, when limited block can make fixed link around own axis, connecting rod and limited block are contradicted, and rotation is fixed at this time
Connecting rod need not be limited when nut, improve convenience when fixture nut dismounting.
In conclusion the utility model has the following beneficial effects:
1, after bed die being placed in ground, two side forms are vertically placed on bed die two sides, two side form openings are opposite, will
After side form and bed die are installed, then mould will be held to be connected and fixed with side form, completes the installation of prefabricated beam mould, then reinforcing bar is laid with
In in mold, concrete grout is fallen in mold, after waiting concrete setting, by mould release, completes the production of precast beam, it will
Transporting precast beams to construction site can directly carry out using, shorten the construction period of beam, reduce construction site pollution；
2, fixed link sequentially passes through bed die and side plate, takes fixture nut rotation to be set to the one end of connecting rod far from fixed link, first
It can be manually rotated fixture nut, reuse spanner and fixture nut is rotated, fixture nut is rotated using spanner same
When connecting rod is limited, prevent connecting rod around fixed rod axis rotation, be easy to use spanner by fixture nut and side plate pressure
Tightly, side plate and bed die are fixed using fixture nut and fixed link, the installation effectiveness of side form and bed die；
3, sealing-plug obturages fixation hole, and after concrete is put into mold by reduction, concrete grout is from fixation hole and end mould
Gap outflow between the reinforcing bar in precast beam worn, had not only reduced the waste of concrete material, but also reduce the generation of waste material.
Detailed description of the invention
Fig. 1 is the overall structure diagram of embodiment 1；
Fig. 2 is the attachment structure schematic diagram of side form and bed die in embodiment 1；
Fig. 3 is the attachment structure schematic diagram in embodiment 2 between side form；
Fig. 4 is the attachment structure schematic diagram of reinforcement structure in embodiment 3；
Fig. 5 is the attachment structure schematic diagram of side form and bed die in embodiment 4.
In figure, 1, side form；11, mainboard；12, side plate；13, end plate；14, reinforce riser；2, bed die；3, mould is held；31, fixed
Hole；4, fixed link；41, connecting rod；42, fixture nut；43, limited block；5, sealing-plug；6, reinforcing mechanisms；61, attachment base；
611, relief hole；62, reinforcing rod；63, attaching nut；64, polygon sleeve；7, reinforcing bar；8, locating support.
Specific embodiment
The utility model is described in further detail below in conjunction with attached drawing.The wherein identical attached drawing of identical components
Label indicates.It should be noted that word "front", "rear" used in the following description, "left", "right", "up" and "down" refer to
It is the direction in attached drawing, word " bottom surface " and " top surface ", "inner" and "outside" are referred respectively to towards or away from particular elements geometry
The direction at center.
Embodiment 1
A kind of prefabricated beam mould, as shown in Figure 1, include strip plate structure bed die 2, bed die 2 along its width direction two
There are two the side forms 1 being oppositely arranged for side connection.The both ends use of bed die 2 along its length is connected with end mould 3, and end mould 3 is side
Shape box body structure, two end moulds 3 are open opposite to each other, and end mould 3 is located at side form 1 along the both ends of 2 length direction of bed die, hold mould 3 and side form 1
Between connected using screw.
As shown in Figure 1, side form 1 is the opposite rectangle cover body structure of opening.Side form 1 includes the opposite mainboard 11 in end face,
Mainboard 11 is arranged along 2 thickness direction of bed die and perpendicular to bed die 2, and mainboard 11 is welded with side plate along the both ends of 2 thickness direction of bed die
12, i.e. side plate 12 is welded in 12 both ends of side plate along 2 thickness direction of bed die.
As shown in Figure 1, mainboard 11 is welded with end plate 13 along the both ends of 2 length direction of bed die.
As shown in Figure 1, being welded with both ends on the opposite surface of two mainboards 11 and reinforcement riser that side plate 12 is welded and fixed
14, reinforcement riser 14 is provided with multiple along 2 length direction of bed die.
As shown in Figure 1, need to carry out the casting of concrete again after being laid with reinforcing bar 7 in mold after the completion of mold is fixed,
The fixation hole 31 that the reinforcing bar 7 in multiple receiving precast beams passes through is offered on the mould 3 of end, fixation hole 31 is provided in the present embodiment
Eight.It is equipped with the lesser reinforcing bar 7 of diameter in four fixation holes 31 far from bed die 2, in four fixation holes 31 of bed die 2
It is equipped with the reinforcing bar 7 being relatively large in diameter, the sealing-plug 5 of insertion fixation hole 31 is wherein arranged with outside the lesser reinforcing bar 7 of diameter.
As shown in Figure 1, the precision of position is poor after binding because of the lesser reinforcing bar 7 of diameter, therefore the diameter of fixation hole 31
Greater than the diameter of fine steel rib 7, in order to which reinforcing bar 7 passes through, while fixation hole 31 being obturaged using sealing-plug 5, is reduced concrete
After being put into mold, gap of the concrete grout between fixation hole 31 and reinforcing bar 7 is leaked out, and has both reduced the waste of concrete material, together
When reduce the generation of waste material.It wears in the fixation hole 31 for the bar reinforcement 7 being relatively large in diameter since the reinforcing bar 7 being relatively large in diameter almost can
Fixation hole 31 is filled up, therefore is not provided with sealing-plug 5.
As shown in Figure 1, the locating support 8 being fixedly connected with reinforcing bar 7 is compressed on the opposite surface of mainboard 11, in precast beam
Reinforcing bar 7 to locating support 8 apply active force, compress locating support 8 with side form 1, when concrete is cast in mold, position
Bracket 8 can be supported the reinforcing bar 7 in precast beam, reduce the shaking of reinforcing bar 7, improve the quality of precast beam finished product.
As depicted in figs. 1 and 2, the fixed link 4 across bed die 2 is equipped on side plate 12,4 side of fixed link is provided with outer spiral shell
Line, one end that 4 side of fixed link passes through bed die 2 are arranged with the connecting rod 41 being welded and fixed with fixed link 4, and fixed link 4 is far from even
One end of extension bar 41 is installed with the fixture nut 42 compressed with side plate 12.
A kind of prefabricated beam mould, the course of work are as follows:
After bed die 2 is placed in ground, two side forms 1 are vertically placed on 2 two sides of bed die, two side forms 1 are open opposite to each other,
Fixed link 4 sequentially passes through bed die 2 and side plate 12, and the rotation of fixture nut 42 is taken to be set to the one end of connecting rod 41 far from fixed link 4, can be first
It can be manually rotated fixture nut 42, reuse spanner and fixture nut 42 is rotated, using spanner to 42 turns of fixture nut
Connecting rod 41 is limited while dynamic, connecting rod 41 is prevented to rotate around 4 axis of fixed link, connecting rod 41 can limit solid at this time
Fixed pole 4 is easy to use spanner to compress fixture nut 42 and side plate 12 around own axis, is easy to use 42 He of fixture nut
Fixed link 4 compresses side plate 12 and bed die 2, accelerates the installation effectiveness of side form 1 Yu bed die 2；Side form 1 and bed die 2 are pacified
After the completion of dress, then end mould 3 with side form 1 made to be joined with bolts, complete the installation of prefabricated beam mould, then by the steel of precast beam
Muscle 7 is layed in mold, sealing-plug 3 is filled in in fixation hole 31, locating support 8 presses on side form 1 after being fixedly connected with reinforcing bar 7
On, concrete mud is fallen in mold, after waiting concrete setting, by mould release, completes the production of precast beam, it will be prefabricated
Beam is transported to construction site and can directly be carried out using shortening the construction period of beam, reduce site operation caused by environment
Pollution.
Embodiment 2
A kind of prefabricated beam mould, difference from Example 1 are, add as shown in figure 3, being installed between two side forms 1
Strong mechanism 6, reinforcing mechanisms 6 connect two side forms 1, reduce deformation when side form 1 uses.
Reinforcing mechanisms 6 include being welded in side form 1 far from the attachment base 61 on the side plate 12 of bed die 2, and attachment base 61 is along bed die 2
Width direction is symmetrically fixed on two side forms 1, and attachment base 61 is provided with multiple along 2 length direction of bed die, is opened on attachment base 61
Equipped with relief hole 611.
The reinforcing rod 62 across relief hole 611, reinforcing rod are equipped on two side forms 1 between two opposite attachment bases 61
62 both ends are installed with the attaching nut 63 that end face opposite with attachment base 61 compresses respectively.
Reinforcing rod 62 is passed through into attachment base 61, two attaching nuts 63 are revolved respectively and are set to 62 both ends of reinforcing rod, rotation connects
Connected nut 63 compresses the end face opposite with attachment base 61 of attaching nut 63 mutually, realizes the connection of two side forms 1, increases two
Structural strength between side form 1.
Embodiment 3
A kind of prefabricated beam mould, difference from Example 2 be, as shown in figure 4, be arranged on reinforcing rod 62 be fixed with it is more
Side shape sleeve 64, polygon sleeve 64 is set as hexagon in the present embodiment.Relief hole 611 is to accommodate polygon sleeve 64
Hexagonal hole structure, polygon sleeve 64 are embedded in relief hole 611 and slide along 611 centerline direction of relief hole.
When reinforcing rod 62 is passed through attachment base 61, polygon sleeve 64 is located in relief hole 611, is rotatablely connected nut at this time
63, side shape sleeve 64 and relief hole 611 compress the rotation for limiting reinforcing rod 62, eliminate the need for the behaviour of the fixed reinforcing rod 62 of tool
Make, improves the convenience of the dismounting of attaching nut 63.
Embodiment 4
A kind of prefabricated beam mould, difference from Example 1 are, as shown in figure 5, the rotation of connecting rod 41 is set to across fixation
4 side of bar.It is welded with limited block 43 on bed die 2, is contradicted when connecting rod 41 is rotated around 4 axis of fixed link with limited block 43.
It needs to limit to stop fixed link 4 around own axis, fixed link 4 connecting rod 41 when rotating fixture nut 42
It drives connecting rod 41 to rotate when around own axis, until connecting rod 41 and limited block 43 contradict, rotates fixture nut at this time
Fixed link 4 need not be limited when 42, improve convenience when fixture nut 42 dismounts.
This specific embodiment is only the explanation to the utility model, is not limitations of the present invention, ability
Field technique personnel can according to need the modification that not creative contribution is made to the present embodiment after reading this specification, but
As long as all by the protection of Patent Law in the scope of the claims of the utility model.
Claims (10)
1. a kind of prefabricated beam mould, it is characterised in that: the bed die (2) including strip plate structure, the bed die (2) is along its width side
To two sides be removably connected with side form (1), the both ends of the bed die (2) along its length be removably connected with end mould (3),
The end mould (3) is detachably connected with side form (1), and the side form (1) is the opposite rectangle cover body structure of opening, the side form
It (1) include the opposite mainboard in end face (11), the mainboard (11) is installed with side plate (12) along the both ends of bed die (2) thickness direction,
The mainboard (11) is installed with end plate (13) along the both ends of bed die (2) length direction, is equipped on the side plate (12) bottom of across
The fixed link (4) of mould (2), fixed link (4) side are installed with connecting rod (41), and the fixed link (4) is far from connecting rod
(41) one end is installed with fixture nut (42).
2. prefabricated beam mould according to claim 1, it is characterised in that: offered on the end mould (3) through end mould (3)
The fixation hole (31) of thickness direction, the diameter of the fixation hole (31) are greater than the reinforcing bar in the precast beam worn on end mould (3)
Diameter.
3. prefabricated beam mould according to claim 2, it is characterised in that: be embedded with sealing-plug in the fixation hole (31)
(5)。
4. prefabricated beam mould according to claim 1, it is characterised in that: solid on the opposite surface of two mainboards (11)
Equipped with the multiple reinforcement risers (14) being arranged along bed die (2) length direction.
5. prefabricated beam mould according to claim 1, it is characterised in that: the side form (1) is fixedly arranged above attachment base
(61), the attachment base (61) is symmetrically fixed on two side forms (1) along bed die (2) width direction, on two side forms (1)
Reinforcing rod (62) are removably connected between two opposite attachment bases (61).
6. prefabricated beam mould according to claim 5, it is characterised in that: reinforcing rod (62) both ends be installed with respectively with
The attaching nut (63) that the opposite end face of attachment base (61) compresses.
7. prefabricated beam mould according to claim 6, it is characterised in that: be arranged on the reinforcing rod (62) be fixed with it is polygon
Shape sleeve (64) offers the relief hole (611) for accommodating polygon sleeve (64) on the attachment base (61).
8. prefabricated beam mould according to claim 1, it is characterised in that: the mainboard (11) has compressed on opposite surface
The locating support (8) being connect with the reinforcing bar in precast beam.
9. prefabricated beam mould according to claim 1, it is characterised in that: connecting rod (41) rotation is set to fixed link (4)
Side.
10. prefabricated beam mould according to claim 1, it is characterised in that: be fixed with limited block on the bed die (2)
(43), it is contradicted when connecting rod (41) is rotated around fixed link (4) axis with limited block (43).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821181598.9U CN209304757U (en) | 2018-07-24 | 2018-07-24 | Prefabricated beam mould |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821181598.9U CN209304757U (en) | 2018-07-24 | 2018-07-24 | Prefabricated beam mould |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209304757U true CN209304757U (en) | 2019-08-27 |
Family
ID=67669312
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821181598.9U Expired - Fee Related CN209304757U (en) | 2018-07-24 | 2018-07-24 | Prefabricated beam mould |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209304757U (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110561589A (en) * | 2019-09-13 | 2019-12-13 | 武汉鹏森环境科技有限公司 | Preparation method of novel paving brick suitable for sponge city |
| CN111761696A (en) * | 2020-07-08 | 2020-10-13 | 上海福铁龙住宅工业发展有限公司 | Prefabricated column beam mould |
| CN111805708A (en) * | 2020-07-08 | 2020-10-23 | 上海福铁龙住宅工业发展有限公司 | Prefabricated girder mould |
| CN112571593A (en) * | 2021-01-26 | 2021-03-30 | 中交二公局第三工程有限公司 | Combined type steel pedestal module unit structure suitable for different precast beam sizes |
| CN112942417A (en) * | 2019-12-10 | 2021-06-11 | 中铁建工集团有限公司 | Precast concrete wall guide support |
| CN113894913A (en) * | 2020-06-22 | 2022-01-07 | 南通现代建筑产业发展有限公司 | General mould of precast concrete roof beam |
| CN115026927A (en) * | 2022-06-30 | 2022-09-09 | 湖北益通建设股份有限公司 | Die for prefabricated anti-collision guardrail of assembled bridge and using method of die |
| CN115369997A (en) * | 2022-08-18 | 2022-11-22 | 栋梁铝业有限公司 | Module sample house structure |
-
2018
- 2018-07-24 CN CN201821181598.9U patent/CN209304757U/en not_active Expired - Fee Related
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110561589A (en) * | 2019-09-13 | 2019-12-13 | 武汉鹏森环境科技有限公司 | Preparation method of novel paving brick suitable for sponge city |
| CN112942417A (en) * | 2019-12-10 | 2021-06-11 | 中铁建工集团有限公司 | Precast concrete wall guide support |
| CN113894913A (en) * | 2020-06-22 | 2022-01-07 | 南通现代建筑产业发展有限公司 | General mould of precast concrete roof beam |
| CN111761696A (en) * | 2020-07-08 | 2020-10-13 | 上海福铁龙住宅工业发展有限公司 | Prefabricated column beam mould |
| CN111805708A (en) * | 2020-07-08 | 2020-10-23 | 上海福铁龙住宅工业发展有限公司 | Prefabricated girder mould |
| CN111761696B (en) * | 2020-07-08 | 2021-07-16 | 上海福铁龙住宅工业发展有限公司 | Prefabricated column beam mould |
| CN111805708B (en) * | 2020-07-08 | 2021-08-27 | 上海福铁龙住宅工业发展有限公司 | Prefabricated girder mould |
| CN112571593A (en) * | 2021-01-26 | 2021-03-30 | 中交二公局第三工程有限公司 | Combined type steel pedestal module unit structure suitable for different precast beam sizes |
| CN115026927A (en) * | 2022-06-30 | 2022-09-09 | 湖北益通建设股份有限公司 | Die for prefabricated anti-collision guardrail of assembled bridge and using method of die |
| CN115369997A (en) * | 2022-08-18 | 2022-11-22 | 栋梁铝业有限公司 | Module sample house structure |
| CN115369997B (en) * | 2022-08-18 | 2024-03-12 | 栋梁铝业有限公司 | Module sample house structure |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN209304757U (en) | Prefabricated beam mould | |
| CN106120568B (en) | The construction method of cross a river Main Bridge bridge pier secondary locking temporary consolidation structure | |
| CN108908662B (en) | Chiseling-free construction mold for prefabricated hollow slab beam | |
| CN203712840U (en) | Small box girder concrete pouring mold | |
| CN209682482U (en) | A kind of fabricated shear wall mold | |
| CN102493362A (en) | Construction method for midspan closure segment of longspan continuous rigid frame bridge | |
| CN113738145B (en) | Building reinforcement engineering structure and construction method thereof | |
| CN112900753A (en) | Anti-deviation structure for vertical steel bars of constructional engineering and construction method | |
| CN204402504U (en) | A kind of tunnel steel form lining trolley | |
| CN105649213A (en) | Construction method for large steel structural embedded part in dense reinforcement distribution region | |
| CN210002664U (en) | steel bar truss floor support plate convenient for bottom die recovery | |
| CN113482007B (en) | Waist beam supporting structure and construction method thereof | |
| CN214497202U (en) | Strutting arrangement is used in construction of steel-concrete composite beam decking | |
| CN112627034A (en) | Synchronous construction method for turning over mold of high pier of bridge | |
| CN107143146A (en) | Secondary structure exempts from template and exempts from plastering construction device | |
| CN112281674A (en) | Construction method for horizontal turning and straightening of pier stud | |
| CN206655477U (en) | Wall opening template | |
| CN114277686B (en) | Construction process of large-span steel plate combination beam | |
| CN112482636A (en) | Underground assembly type station cast-in-place beam formwork-free structure and construction method thereof | |
| CN209304758U (en) | Stair are prefabricated to pour mold | |
| CN208633518U (en) | Prestressed concrete laminated floor slab hangs mould pouring construction structure | |
| CN211735099U (en) | Cross-shaped construction clamp for transversely widening concrete box girder | |
| CN207920070U (en) | It can prevent the hoistway formwork system of the swollen mould of inner corner trim | |
| CN207044390U (en) | New prefabricated U-shaped beam | |
| CN205934611U (en) | Pouring of ballastless track base overhung portion is with supporting template and template installation device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190827 |